URBAN ENGINEERING, INC.

lj ,.
'·-, c

877 South Alvernon Way
Tucson, AZ. 85711

•i'lr"lf/6' il
r,.

r

'.

ri'-\ ----'-'

I JOB NO.: 05151

DATE: 3·30.06

Fax (520) 318-3808

(520) 318-3800

•FI'-.··
:1 lr ·

''.'I.e'
:_r;:;, I'

ATTENTION: Andrew Seiaer
RE: New Tucson Unit 30

TO:
Pima County Flood Control

Floodolain Revisions
-' ''-

--. -

--

,.. -

-- -- -

.. -

"•

-.

201 N. Stone Ave., 41" Floor

Tucson, AZ. 85701
SENT VIA: IQ I 3·30-06

0

WE ARE SENDING YOU

D
D
COPIES

Shop drawings
Copy of letter
DATE

D

Attached

D
D

Under separate cover via

D
D

Prints
Change order

NO.

1

D

Plans

the following items:

D

Samples

Specifications

DESCRIPTION
Addendum to Existing Conditions Drainage Assessment for Unit 30
(Diskette wi1h HEC-RAS models)

5

1

New Tucson Unit 30 Floodplain Building Limits
-------------------------

THESE ARE TRANSMITIED as checked below:

0

For approval

0

Approved as submitted

0

Resubmit _ _ copies for approval

0

For your use

0

Approved as noted

0

Submit _ _ copies for distribution

0

As requested

0

Returned for corrections

0

Return

0

For review and comment

0

0

FOR BIDS DUE

20 _ __

0

corrected prints

PRINTS RETURNED AFTER LOAN TO US

REMARKS

COPY TO:

-----------SIGNED:

} \ , O!..ruJo

~V.

Gerardo Calza, P.E.,

If endosures are not as noted, kindly ootify us at once

..

..

-

•

March 30, 2006

Urban

Engineering

-

l'l.lltllill;_!"

1-ogin•·•·rirr!!;

RE:
"'11110'\lll!!

lrH-.>IL

\/Wi~ll

-

-

-

Response to Review Comments (January 3, 2006)-2"d Submittal
Addendum to Existing Conditions Drainage Assessment for New Tucson
Unit 30
SR 05-165

Dear Andy:

..
-

Andrew Seiger, P.E.
Pima County Regional Flood Control District
201 North Stone Avenue, Fourth Floor
Tucson, Arizona 85701

F-ur,til

in!",. ir

rrrb.t:h·rr;.:rrr•·•·rirr;.:.•·•>rn

I.

Addressed.

2.

Second Request: Comment from 10/31/05 letter stated "Wash B- The Pima
County Mapguide site shows a field verified culvert crossing for this wash at
Calle Agassiz. Please include the culvert in the HEC-RAS model. In addition,
the HEC-RAS cross section which will include this culvert will be the
downstream limit of the WASH B model, and will have boundary conditions
associated with it.
The Pima County Mapguide site contains aerial
photographs and PAG topography which indicate that Calle Agassiz crosses
Wash B on a raised embankment. Boundary conditions for this HEC-RAS
cross section should reflect critical flow over the roadway embankment." Field
investigation by county staff revealed that the culverts do exist, but the inlet of
the western culvert at this location is buried by sediment deposition since the
channel is silted to the level of the top of asphalt on Calle Aggassiz. As such, it
appears prudent not to model the culvert openings. However, the HEC-RAS
model for the beginning of the river section (section 0) on Wash G [B], Reach
2 should represent the roadway profile along Calle Aggassiz. P AG topography
collected in the year 2000 indicates the roadway elevation at the crossing is at
3600 ft NAVD. However, the HEC-RAS model of section 0 shows a minimum
ground elevation of 3595 NAVD. Please modify section 0 to reflect the
existing road profile, and please revise the next few upstream sections to
reflect the channel being silted in to the height of the road bed.

RESPONSE: Complied.
l'h<ll'l\i_\

-

-

Page l of3

-

-

3.

Urban
Engineering

-

-

RESPONSE: Aerial photography as well as the paved road extents for Unit 30
has been added to the background of Figure 2. Due to the paved roads and
recent development, a separate model for the breakout flow at the referenced
sections is not required. The revised floodplain is consistent with the flow to the
northeast (split flow at said sections). Sheets 2 through 5 of the 1 "=80' scale
maps have been revised accordingly.

-

-

4.

Addressed.

5.

Partially Addressed: Wash B; Many sections (#8, 9, 14, 15, 16, I 9, 20, etc.)
The cover letter with the resubmittal indicates compliance with this comment.
However, review of the model shows n values of 0.045 used for many
overbank areas. Please revise the model to show a consistent 0.060 n value
outside the main channel or explain why lower roughness coefficients are
being used outside the main channel.

..

-

RESPONSE: Aerial photography as well as the paved road extents for Unit
30 has been added to the background of Figure 2. The n values have been
revised to be consistent with the aerial photography.

6.

Addressed.

7.

Partially Addressed: Wash B - Section 7; The roughness coefficient (0.035)
for this section still appears to reflect a channel much wider than that shown by
aerial photography. Please address.

RESPONSE: Aerial photography as well as the paved road extents for Unit
30 has been added to the background of Figure 2. The n values have been
revised to be consistent with the aerial photography.

-

-

Partially Addressed: Wash B- Sections 15, 16, 18; The HEC-RAS output
still indicates flow extending further east than shown in the delineation on
Figure 2. Comparison of conditions at these sections with aerial photography
indicates flow breakout to the northeast consistent with the extent of flow to
the east for these sections. A separate model must follow this breakout
downstream. Please evaluate the magnitude of the flow breakout, and if this
breakout flow (combined with on-site flow) is regulatory, please model this
flow with a separate model and plot the associated flood and erosion hazard
boundaries on Figure 2 and on sheets 2 through 5 of the I "=80' scale maps.
One method of evaluating the magnitude of flow breakout would be through
the application of the side overflow weir option within HEC-RAS to determine
the discharge and boundary conditions for the new flow breakout reach.

8.

Addressed.

9.

Addressed.

Page 2 of3

-

-

-

-

...

-

-

10.

Urban
Engineering

Partially Addressed: Wash D - Sections I, 14, 15, 17; The roughness
coefficient (0.035) still reflects a channel much wider than that shown by aerial
photography. Please address.

RESPONSE: Aerial photography as well as the paved road extents for Unit
30 has been added to the background of Figure 2. The n values have been
revised to be consistent with the aerial photography.

II.

Partially Addressed: Figure 2 - Please revise/correct floodplain delineations
per above comments.

RESPONSE: Figure 2 has been revised.
12.

Addressed.

13.

Second Request: Sheet 2 of 5 of the 1"=80' scale sheets incorrectly shows a
discharge of l 00 cfs for Wash E. Please address.

RESPONSE: Sheets 2 through 5 of the I "=80' scale sheets have been revised
accordingly.
14.

New Comment: The delineations on Sheets 2 through 5 of the I "=80' scale
sheets will likely require revision based on the above comments. Resubmittal
and review/comparison of the delineations on these sheets with the Figure 2
delineations will be required upon resubmittal.

RESPONSE: Sheets 2 through 5 of the I "=80' scale sheets have been revised
accordingly.
If you have any questions regarding the above response to comments, or reqmre
further clarification of our responses, please call at 318-3800.
Sincerely,
URBAN ENGINEERING, INC.

~~'{i~
Gerardo Calza, P.E., CFM
Vice President-Engineering

-

..
-

Page 3 of3

/

/
/
/

/

yol' / /
/
/

-- ~

/

'4
/

-

-

Plan· Plan 02

Wash A

Vel Head (ft)

0.34
3614.53
3614.53
0.018206
105.00
35.26
4.53
0.93
778.2
93.02
3613.60
1.06
1.43
0.01

Grit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)

Top Width (ft)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cts)
Length Wtd. (ft)
Min Ch El (ft)
Alpha

..

-

-

-

-

-

Frctn Loss (ft)
c & E Loss (ft)

0.035 .
92.22
13.13
13.13
56.57
21.29
4.31
0.62
419.3
-21.60
0.69
2.98
0.20
0.21

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wened Per. (ft)
Shear (lb/sq ft)
Stream Power (lblft s)
Cum Volume (acre-ft)
Cum SA (acres)

Channel

RightOB

0.035
93.34
9.36
9.36
47.57
11.01
5.08
0.85
352.5
11.20
0.95
4.83
0.23
0.15

0.060
93.66
0.69
0.69
0.86
2.96
1.25
0.23
6.4
3.00
0.26
0.33
0.07
0.07

Errors Warnings and Notes
The energy equation could not be balanced within the specified number of iterations. The

I

program used critical depth for the water surface and continued on with
warning:

, Divided flow computed for this cross-section.

th~

calculations.

·-------·--··

1Warning:

; The energy loss was greater than 1.0 tt (0.3 m). between the current and previous cross section.

]warning:

iDuring the standard step iterations, when the assumed water surface was set equal to critical

I

This may indicate the n~ed for additional cross sections.

-

depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

I

Plan· Plan 02

Wash A

E.G. Elev (ft)
W.S. Elev (ft)
~_W.S.(ft)
Q Total (cfs)

Top Width (It)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha

-

Profile· PF 1
Element

-

Wt. n-Val.

d=·

Reach Len. (ft)

Frctn Loss (ft)

0.013157_ Area (sq ft)
105.00 Flow (cfs)
38.26
4.31
1. ;·4
915.4
101.78
3611.60
1.37
0.92

(ft)_ _ _ _ ~6

Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)

Channel

0.060
105.38

0.035
101.73

Right 08

0.060j
98.72;

3.80

.

.18.99

.

1.571
1.57,

_ _3.91 1--·~-3- - - · 2.36

17.23
1.03

_

860.8
17.21

·--0-~ll_ ---· 0.91

Shear (lb/sq ft)
Stream Power (I bitt s)

5.20
1.11

34.1
17.38

Wened Per. (ft)

r-::----·-~.

=m··____4:_()Qj

---------o-22

Conv. (cfs)

.~

~

Cum Volume (acre-tt)

i Cum SA (acres)

Left 08

..--~~-- 189~-~

3612,74! Flow Area (sq tt) .

E.G. Slope (ft/ft)

~~ing:

1 AS· 4

3613.13
0.40
3612.74

Vel Head (ft)

, C & ELoss

-

L~ft OBI

Element
Wt. n-V_al.

~~ing:

-

-

Profile· PF 1

·~~-·

3614.87

W.S. Elev (ft)

-

1 AS· 5

E.G. Elev (ft)

L'

--

4.71
0.20

0.18
0.19
0.17

i

.1

m

1.50 i
--0
20.5 I
4.07
0.32
0.48
0.07

0.12 L-~~_j

Errors Warnings and Notes
I The energy equati~~ could not be- balanced~-the specified number of it~ration~: The
:program selected the ~~~~~~had the l~ast a~ount of ~rror between computed and
I

: Warning:

L..

assumed values:·

__

!The energy loss was greater than

_
---------·,----c-------c------1
1.0 ft (0.3 m). between the current and previous cross section.

~his may in~icate_~he ne~d fo~ion~~_cro~~ -s-;_~!i_~~~- --~- __

_ ----,--

~~!ning: -~ng the standard s!~p_!!erations, ~hen the:~ssume~_water surface was set equal to c~itical
~ _

.

L_

= n o t a valid

:depth,. the calcu_l?ted water s~rfac·e· came ~_ack below critical depth. This indicate~_ that there is

su~~i_!ic~l ans~er.

The program defa_l!!t_ed to critical

d~pth:__ _ _ ~ --------~

..
..

-

Plan· Plan 02

Wash A

-

Top Widlh (H)

Cril W.S. (11)

-

-

..

-

Flow Area (sq 11)

0.006563
105.00
39.61
3.22
1.07
1296.1
61.85
3610.60
1.15
0.01
0.05

E.G. Slope (f1/ft)

a Tolal (cfs)
Vel Tolal (f1/s)
Max Chi Dplh (H)
Conv. Total (cfs)
Length Wid. (H)
MinCh El (H)
Alpha
Frein Loss (H)
C & E Loss (11)

-

Profile· PF 1

3611.66 Element
0.19 Wt.n-Val.
3611.67 _Reach Len. (H)

Vel Head (11)
W.S. Elev (fl)

-

1 RS· 3

E.G. Elev (H)

Area (sq H)
Flow (cfs)
Top Wid1h (H)
Avg. Vel. (f11s)
Hydr. Deplh (H)
Conv. (cfs)
Wetted Per. (H)
Shear (lb/sq H)
Stream Power (lb/H s)

Cum Volume (acre-ft)
Cum SA (acres)

Lefl OB

Channell

RighiOB

0.060
69.14
2.08
2.08
1.91
6.67
0.92
0.31
23.5
6.70
0.13
0.12
0.16
0.14

0.0351
61.21 I
26.96

0.060
53.65
1.57

28.96
101.61
28.09
3.51
1.03
1254.2
26.15
0.42
1.46
0.15

1.57
1.46
4.85
0.94
0.32
16.3
4.90
0.13
0.12
0.06
0.05

O.Q7

The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. ~!his may indicate the need for additional cros~s'-'s,.-e.-.c:-ctio--,n-,sc_._ _ _ _ __ j

Plan· Plan 02

Wash A

1 RS· 2

Profile· PF 1

3611.60 I Elemenl
0.00 Wt. n-Val.
3611.79 Reach Len. (H)
3608.51 Flow Area (sq 11)
0.000033 Area (sq H)
105.00 Flow (cfs)
197.07 I Top Wid1h (11)
0.31 Avg. Vel. (f1/s)
4.19 Hydr. Depth (11)
16174.8 Conv. (cfs)
24.00 Wetted Per. (11)
3607.60 Shear (lb/sq 11)
2.56 i Stream Power (lb/H s)

E.G. Elev (H)
Vel Head (H)
I W.S. Elev (H)
Cril W.S. (11)
E.G. Slope (f1/ft)
Q Tolal (cfs)

Top Wid1h (11)
Vel Total (f1/s)
Max Chi Dplh (H)
Conv. Total (cfs)
Length Wtd. (11)
Min Ch El (11)
Alpha
Frein Loss (H)

Cum Volume (acre-ft)

C & E Loss (11)

Cum SA (acres)

Plan· Plan 02

Wash A

E.G. Elev (11)
Vel Head (11)
W.S. Elev (11)
Grit W.S. (ft)
E.G. Slope (f1/f1)
Q Total (cfs)

~dth(ft)

Vel Total (f1/s)
Max Chi Dpth (fl)
Conv. Total (cfs)
Length Wid. (ft)
Min Ch El (11)
Alpha

1 RS· 1

3609.31
0.46
3606.86
3606.66
0.017745
105.00
27.27
5.27
1.96
768.2
55.30
.--3606.88
1.06

L Frctn Loss (ft)

l_c;_& _E Loss (II)

0.91

LeHOB

Channel

Righi OB

0.060
24.00
164.76
164.76
26.62
123.06
0.17
1.34
4953.5
123.16
0.00
0.00
0.05
0.04

0.035
24.00
101.32
101.32
63.57
24.67
0.63
4.11

0.060
24.00
70.79
70.79
12.61
49.33
0.18
1.44
2217.6
49.76
0.00
0.00
0.02
0.02

11003.7 '
24.77:
0.01 I
O.Q1

I

0.05
0.03

Profile· PF t
Element
Wt.n-Val.
Reach Len. (ft)
Flow Area (sq H)

I Area (sq 11)
Flow (cfs)
Top Wid1h (H)
Avg. Vel. (f1/s)
Hydr. Depth (H)
Conv. (cfs)
Wetted P~r:Jft)
Shear (lb/sq 11)
Stream Power (lb/11 s)

]9~m V?l~me (acre-ft)

__ Q_:9_:U~-l_J~ SA (aC!~~) ____ ---.---

Left OB

0.060
47.11
0.46
0.46
0.31
5.65
0.64
0.09
2.3
5.66
-- 0.09
0.06

Channel
0.035
55.53
19.21
19.21
104.46 I

Right OB

0.060
60.46
0~~
0.25
0.21

19.65
-~
5.44
0.83
0.96
0.13
764.3
1.6
20.36
-~
1.05 --- 0.14
5.68
0.12
oo_o_ -1--- 0.02 ---- ----·0.00
0.02
I
o.oo
- - __<l:_O() - - ____ _____
~--

_]_

Errors Warnings and Notes

:~~-~~~~~9:--~~h~Yeg~~~~~~~_uld ~-?!be b~ra~ced-~ithin the--;p~~~~d-~~~~~-~!_itera!~<?_ns. T~~-~

..

.

-

-

-

-

Errors Warnings and Notes (Continued)
program used critical depth for the water surface and continued on with the calculations.
Warning:

The energy loss was greater than 1.0 ft (0.3 m). betw~en the current and previous cross section.

This may indicate the need for additional cross sections.
Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 02

Wash A

E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (fl)
Grit W.S. (fl)
E.G. Slope (ftlft)
Q Total (cfs)

Top Width (ft)
Vel Total (ftls)
Max Chi Dpth (It)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (fl)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

1 AS· 0

Profile· PF 1
3603.15 Element
0.77 Wt. n-Val.
3602.38 Reach Len. (fl)
3602.38 Flow Area (sq ft)
0.015313 Area (sq ft)
108.00 Flow (cfs)
11.84 Top Width (ft)
6.36 Avg. Vel. (ftls)
1.78 Hydr. Depth (ft)
872.8 Conv. (cfs)
Wetted Per. (fl)
3600.60 Shear (lb/sq ft)
1.23 Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Channel
0.035

Right OB

0.060
2.48
2.48
6.42
2.70
2.59
0.92
51.9
3.19
0.74
1.92

13.79
13.79
100.30
8.33
7.27
1.66
810.6
8.47
1.56
11.32

0.71
0.71
1.27
0.81
1.79
0.88
10.3
1.60
0.43
0.76

Left OB

--

0.060

NewTuc30

Plan : Plan 02

3/27/2006

---+

XS5
~---

.06 - - ----*f---- .035

3617.0

~*l(f------.06

.035 ~)1~
( - - .06 - - 1
Legend
EG PF 1
WS PF 1
Grit PF 1
Ground

•

3616.5

Bank Sta

3616.0

3615.5

c

.Q

~<l>

iD
3615.0

3614.5

3614.0

36 13 . 5 -t-..,.-..----~.......-,.---.--,.--.--.,--,--~~..,.-..-~,........,--,.----.-~..,.-..-~,........,.---.-.--r-.,--.---,---,

0

20

40

80

60
Station (It)

100

120

140

NewTuc30

Plan: Plan 02

k - -- -- - - .06 - - - - - -""*- .035

3/27/2006
.06 ----~

3615.5

Legend
EG PF 1
WS PF 1
Crit PF 1

3615.0

Ground

•

Bank Sta

3614.5

3614.0

c:

~ 3613.5
>

(I)

iii

3613.0

3612.5

3612.0

3611 .5 +--.--..---,----,,---,---,.---,.----,--,--..--r-.--r-,-,----,---,.--,.-----r-.-~.--.--,-,...-~---r--r--r---,--.--r-..,
0
20
40
60
80
140
100
120
Station (It)

NewTuc30

Plan : Plan 02

3/27/2006

XS3

3614.0

I < E - - - - - - - .06 ------~--.035 ---:~---- .06 ----~
)1

Legend

EG PF 1
WS PF 1
Ground

•

Bank Sta

3613.5

3613.0

3612.5

c

.Q

iii
~

m
3612.0

3611.5

3611.0

361 0.5 +-.,--..--..-.r--r~~-,.---.--,--,.--,--,--.,--,-..-.r--r--r--r-r--r--r--r-,.-..--..-..---.---,-,--,.--.,.--r-.....,
0
20
40
80
140
60
100
120
Station (It)

NewTuc30
~--------------- .06 -------

3613

Plan: Plan 02

3/27/2006

-+ -+-.035

.06 -

-

,
legend
EG PF 1
WS PF1
Crit PF 1

Ground

•

Bank Sta

3612

3611

c:
.Q
(ij

3610

>

CJ)

jj}

3609

3608

3607 +-~-~--~~-------~~------

0

50

100

150
Station (It)

200

250

NewTuc30

Plan: Plan 02

~--------------- .06 ----------

3613

- -

-- :H

.035

3/27/2006

-+--

.06 --~

Legend
EG PF 1
WS PF 1

Crit PF 1
Ground

•

Bank Sta

3612

3611

c

.Q
(ii

3610

>
CD

w

3609

3608

3607 +-~~--~~-.--~~~--~.-~------~

0

50

150

100
Station (It)

200

250

·NewTuc30

3613

Plan : Plan 02

3/27/2006

~-------- .os --------~~ .o3s

>*I<E--- - .06 _ _1j

Legend
EG PF 1
WSPF1
Crit PF 1

Ground

•

3612

Bank Sta

361 1

3610

g
c

.Q
~

>
CD

iiJ

3609

3608

3607

3606 +-~~-~~---~~~-~~~---~~-r~--~~~--,-~~~--~~

0

50

100

150
Station (It)

200

250

NewTuc30

3613

Plan: Plan 02

3/27/2006

rt--------- .06 -------~1 .o3s,k- - .o6--J
1
1
1

Legend

EG PF 1
WSPF 1
Crit PF 1
Ground

•

3612

Bank Sta

361 1

3610
E.
c:

.Q

co>
Ql

[ij

3609

3608

3607

3006 +-~~-~~-r~-~~~---r-~~-r-.-r-~~~-,,--~~~r-o

0

50

100

150
Station (It)

200

250

NewTuc30

Plan: Plan 02

3/27/2006

xso
3612

~------------ .06 ------------~J 0

1

~----------.06 ----------~

Legend

3
5

EG PF 1

WS PF 1
Grit PF 1
Ground

•

Bank Sta

3610

3608

c

.Q
(ij

3006

>
Q)

iii

3604

3602

3000 +---~--.---~--.---~--.---~--.---~--.---~--.---~--.----r--,

0

~

~

00

00
Station (It)

100

1~

1~

100

-

WashARevFloodplainl.rep

-

HEC-RAS Version 3.1.2 April 2004
u.s. Army Corp of Engineers
Hydrologic Engineering Center
609 Second Street
Davis, California

-

..

-

..

-

-

X
X
X

X
X
X

xxxxxx
X
X

xxxxxxx xxxx
X
X
X

X
X
X

X
X

XX XX XX

xxxx
X
X
X
X
X

xxxx
X

X
X

XXX

xxxx

X

xxxx

XX
X
X

X

X

X

X

xxxx

xxxxxx

X
X
X

X
X
X

X
X
X

X
X
X

xxxx
X
X

xxxxx

PROJECT DATA
Project Title: NewTuc30

Project File

WashARevFloodplainl.prj

Run Date and Time: 3/27/2006 10:45:37 AM
Project in English units
Project Description:
Wash A Floodplain Revision

PLAN DATA
Plan Title: Plan 02

Plan File

h:\OS000\05151\WashARevFloodplainl.p02
Geometry Title: Geom 01

Geometry File

h:\05000\05151\WashARevFloodplainl.gOl

Flow Title
Flow File

Flow 01
h:\05000\05151\WashARevFloodplainl.fOl

Plan Summary Information:

Number of:

Cross Sections

6

Culverts
Bridges

1

Multiple Openings
Inline Structures
Lateral Structures

0

Computational Information
Water surface calculation tolerance
Critical depth calculation tolerance
Maximum number of iterations
Maximum difference tolerance
Flow tolerance factor

0
0
0

0.01
0.01
20
0.3
0. 001

Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method:
Average Conveyance
Computational Flow Regime:
Subcritical Flow

FLOW DATA
Flow Title: Flow 01
Flow File
h:\05000\051S1\WashARevFloodplain1.f01
Flow Data (cfs)
River
Wash A
Wash A

Reach
1
1

RS
5
0

PF 1
105
108

Boundary Conditions
Page 1

-

X
X

-

-

-

-

VlashARevFloodplainl. rep

River

Reach

Profile

Wash A

1

PF 1

..

Downstream

Critical

Critical

GEOMETRY DATA
Geometry Title: Geom 01
Geometry File
h:\05000\05151\WashARevFloodplainl.gOl
CROSS SECTION
RIVER: Wash A
REACH: 1

RS:

5

INPUT
Description: XSS
Station Elevation Data
nurn=
Sta
Elev
Elev
Sta
0
3616.6
10.66 3616.6
20.64 3616.6
22.12 3616.23
37 3614.6
38.22 3614.1
41.91 3613.98
43.16 3613.9
53.25 3613.67
55.72 3614.1
64.47 3615.6
68.26 3615.6
81.7 3615.29
88.08 3614.64
89.71 3613.76
90.27
3613.6
100.35 3614.07 103.74 3614.6
124.34 3616.12 129.04 3616.32

47
Elev
Sta
13.89
3616.6
3615.6
26.98
38.79 3613.99
49.08 3613.75
58.01 3614.6
71.09 3615.5
88.21 3614.6
3613.6
92.04
106.29 3614.82

Manning's n Values
n Val
Sta
Sta
.06
38.22
0

nurn=
n Val

Bank Sta: Left
89.34

Lengths: Left Channel

Right
100.35

CROSS SECTION OUTPUT
E.G. Elev {ft)
Vel Head (ft)
W.S. E1ev (ft)
Crit W.S. {ft)
E.G. Slope (ft/ft)
Q Total (cfs}
Top Width (ft}
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft J
MinCh El (ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

-

-

Upstream

Sta
17.59
29.66
39.63
50.59
60.33
73.57
88.48
94.8
113.03

Elev
3616.6
3615.18
3613.95
3613.6
3615.11
3615.47
3614.6
3613.6
3615.6

Sta
89.34

n Val
.035

Sta
Elev
19.61 3616.6
34.04 3614.6
41 3613.97
51.81 3613.6
63.53 3615.6
79.8 3615.41
89.34 3614.1
97.17 3613.6
122.48 3616.06

5

Sta
55.72

.035

92.22

n Val
.06

93.34

Right
93.66

Sta
100.35

Coeff Contr.
.1

n Val
.06
Expan.

.3

Profile #PF 1
3614.87
0.34
3614.53
3614.53
0.018206
105.00
35.26
4.53
0.93
778.2
93.02
3613.60
1. 06
1. 43
0.01

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ftl
Flo'.v (cfs)
Top l'iidth ( ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
\'let ted Per. ( ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume {acre-ft)
Cum SA (acres)

Left OB
0.035
92.22
13.13
13.13
56. 57
21. 29
4.31
0.62
419.3
21.60
0.69
2.98
0.20
0.21

Channel
0.035
93.34
9.36
9.36
47.57
11.01
5.08
0.85
352.5
11.20
0.95
4.83
0.23
0.15

Right DB
0. 060
93.66
0.69
0.69
0.86
2.96
1. 25
0.23
6.4
3.00
0.26
0.33
0. 07
0.07

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
lS

not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION
RIVER: Wash A
REACH: 1

RS:

4

INPUT
Description:
Page 2

-

Station Elevation Data
Sta
Elev
Sta
0 3615.2
.84
13.31 3614.7
16.07
18.85 3614.6
20.05
31.72
3614.4
37.41
46.95 3612.6
47.66
56.59 3612.6
56.69
63.09
3612
63.58
80.13
3612
80.78
91.15 3613.6
106.53
113.83 3614.53 117.22

129.24

ntun=
Elev
3615.16
3614.64
3614.6
3613.6
3612.6
3612.6
3611.7
3612.04
3614.27
3614.6

washARevFloodplainl.rep
51
Elev
Sta
Sta
Elev
11 .34 3614.74
8.99 3614.84
16.81 3614.6
16.62
3614.6
30.29 3614.3
28.17
3614.6
46.17 3612.67
41.89 3613.6
49.92
49.09 3612.6
3612.6
61.08 3612.42
57. 39 3612.51
63.86 3611.6
76.37 3611.6
86.05 3613.05
83.29 3612.6
109.14
3614.4 113.23 3614.51
123.26 3614.6 125.41 3614.6

Sta
Elev
12.66 3614.69
17.86
3614.6
30.78 3614.33
46.66 3612.63
55.88 3612.6
62.88 3611.85
78.94 3611.6
89.06 3613.6
113. 64 3614.52
126.48 3614.6

3614.6

Manning's n values
Sta
n Val
Sta
0
.06
63.09

nurn=
n Val
.035

Bank Sta:

Lengths: Left Channel
105.38 101.73

Left
63.09

Right
80.13

3
Sta
80.13

n Val
.06
Right
98.72

Coeff Contr.
.1

Expan.
.3

-

CROSS SECTION OUTPUT

-

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program selected the water surface that had the least amount of error between computed and
assumed values.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

-

-

-

Profile #PF 1

E.G. Elev (ft)
Vel Head ( ftl
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfsl
Top Width (ft)
Vel Total (ft/sl
Max Chl Dpth (ftl
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

3613.13
0.40
3612.74
3612.74
0.013157
105.00
3 8. 26
4.31
1.14
915.4
101.78
3611.60
1. 37
0.92
0.06

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area {sq ft)
Flow (cfs)
Top Width ( ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. {ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left 08
0.060
105.38
3.80
3.80
3.91
17.23
1. 03
0.22
34.1
17.38
0.18
0.18
0.19
0.17

Channel
0.035
101.73
18.99
18.99
98.73
17.04
5.20
1.11
860.8
17.21
0.91
4.71
0.20
0.12

Right 08
0.060
98.72
1. 57
1. 57
2.36
4.00
1. 50
0. 3 9
20.5
4.07
0. 32
0.48
0. 07
0.06

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set e~~al to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION
RIVER: Wash A
REACH: 1

RS: 3

INPUT
Description: XS3
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0 3613.2
10 3613.12
27.61
3612.8
32.67 3612.67
54.17 3611.7
55.72 3611.6
61.25
3610.6
3611
64.41
86.7
3610.6
87. 3 3610.7
105.92 3612.6 109.72 3612.71

30
Elev
Sta
14.27 3613.08
34.53 3612.6
56.05 3611.57
64.57
3610.6
89.34
3611
110.44 3612.7

Manning's n values
Sta
n Val
Sta
.06
0
61.25

num=
n Val
.035

Bank Sta:

Lengths: Left Channel
69.14
61.21

Left
61.25

Right
89.34

CROSS SECTION OUTPUT
E.G. Elev ( ft)

3
Sta
89.34

Sta
17.95
38.6
56.2
64.97
93.49
113.06

Elev
3613.02
3612.41
3611.56
3610.6
3611.6
3612.82

Sta
Elev
22.3 3612.94
50.71 3611.84
57 3611.47
83.68 3610.6
97.14 3611.98
134.18 3613.57

n Val
.06
Right
53.65

Coeff Contr.
.1

Expan.
.3

Profile .PF 1
3611.86

Left 08

Element
Page 3

Channel

Right 08

-

-

-

-

-

..

-

..

..

WashARevFloodplainl.rep
Vel Head

0.19

(ft)

w.s. Elev

(ft)

Crit W.S.

{ft)

3611.67

0.006563
105.00
39.61
3.22
1. 07
1296.1
61.85
3610.60

E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total

(ft/s)

Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd.

MinCh El

( ft)

(ft)

Alpha
Frctn Loss (ft)
c & E Loss

(ft}

Wt. n-Val.

0. 060

0.035

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)

69.14
2.08
2.08
1.91

61.21

Top Width (ft)
Avg. Vel. (ft/s)

6.67
0.92

Hydr. Depth (ftJ

0.31

Conv.

23.5

{cfs)

Wetted Per.

(ft)

6.70

101.61
28.09
3.51
1. 03

4.85
0.94
0. 32

18.3
4. 90
0.13
0.12

Shear (lb/sq ft)

0.13

Stream Power (lb/ft s)

0.12

0.01
0.05

Cum Volume (acre-ftl

0.18

1.48
0 .15

Cum SA

0.14

0.07

(acres)

1. 57
1.57
1. 48

1254.2
28.15
0.42

1.15

0.06
0.05

Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
RIVER: Wash A
REACH: 1

RS:

2

INPUT
Description:

Station Elevation
Sta
Elev
0 3612.1
29.37
3611.6
53.09 3611.1
107 . 7 3 3609.6
150.22 3607.6
166.34 3608.6
190.15 3610.53
208.39 3611.12
216.23
3612

Data
nwn=
Sta
Elev
2 3612.04
31.42
3611.6
59.62 3611.04
108.03 3609.6
163.43 3607.6
173.29 3609.6
192.06 3610.64
208.87 3611.1
218.11 3612.11

42
Sta
2.3
32.5
79.84
117.05
163.8
176.31
206.38
209.07
3
Sta
165.3

n Val
.06

Elev
3612.03
3611.6
3611.09
3609.6

126.79
164.44

3608.6
3607.6

3609.76

189.09

3610.5

3611.03
3611.18

206.42
210.63

3611.1
3611.4

3607.6

Manning's n Values
Sta
n Val
Sta
.06 140.63
0

nurn=
n Val
.035

Bank Sta: Left
140.63

Lengths: Left Channel
24
24

Right
165.3

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ftl
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
MinCh El (ftl
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Sta
Elev
20.26 3611.75
34.25 3611.6
93.71 3610.27

Right
24

3611.80
0.00
3611.79
3608.51
0.000033
105.00
197.07
0.31
4.19
18174.8
24.00
3607.60
2.58

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area {sq ft)
Area (Sq ft)
Flow (cfs)
Top Width ( ft)
Avg. Vel. ( ft/s J
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. (ft)
Shear ( lb/sq ft)
Stream Power ( lb/ ft s)
Cum Volume (acre-ft)
Cum SA (acres)

CULVERT
RIVER: Wash A
REACH: 1

Sta
Elev
25.33 3611.69
3 9. 04
3611.6
106.55 3609.68
140.63
3608
165.3
3608
189.72 3610.54
206.43 3611.02
214.54 3611.78

Coeff Contr.
.1

Expan.
.3

Profile #PF 1

RS: 1.5

INPUT
Description:
Distance from Upstream xs =
1
Deck/Roadway Width
22
Weir Coefficient
2.6
Upstream Deck/Roadway Coordinates
nurn=
2
Page 4

-

28.98
28.98

0.060
53.65

Left 08
0.060
24.00
164.76
164.76
28.62
123.06
0.17
1. 34
4953.5
123.18
0.00
0.00
0.05
0.04

Channel
0.035
24.00
101.32
101.32
63.57
24.67
0.63
4.11
11003.7
24.77
0.01
0.01
0.05
0.03

Right OB
0.060
24.00
70.79
70.79
12.81
49.33
0.18
1. 44
2217.6
49.76
0.00
0.00
0.02
0.02

-

-

-

-

..

Sta Hi cord Lo Cord
0
3611.6

\·JashARevFloodplainl. rep
Sta Hi Cord La Cord
218
3611.6

Upstream Bridge Cross Section Data
num:=
Station Elevation Data
42
Elev
Sta
Elev
Sta
Sta
3612.1
2
3612.04
2.3
0
29.37
3611.6
31.42
3611.6
32.5
59.62 3611.04
53.09 3611.1
79.84
107.73
3609.6 108.03 3609.6 117.05
3607.6 163.43 3607.6
150.22
163.8
166.34 3608.6 173.29 3609.6
176.31
190.15 3610.53 192.06 3610.64 206.38
208.39 3611.12 208.87 3611.1 209.07
216.23
3612 218.11 3612.11
Manning's n values
n Val
Sta
Sta
.06 140.63
0

num=
n Val
.035

Bank Sta: Left
140.63

Coeff Contr.
.1

Right
165.3

Elev
3612.03
3611.6
3611.09
3609.6
3607.6
3609.76
3611.03
3611.18

3
Sta
165.3

Sta
Elev
20.26 3611.75
34.25 3611.6
93.71 3610.27
126.79 3608.6
164.44 3 6 07 . 6
189.09 3610.5

206.42

3611.1

210.63

3611.4

Sta
5.51
40.41
51.69
116.97
137.85
145.83
153.26
171.15
188.25
218.87

Elev
3611.46
3610.27
3610.29
3609.6
3609.1
3608.8
3606.88
3609.06
3610.7
3612.83

Sta
25.33
39.04
106.55
140.63
165.3
189.72
206.43
214.54

Elev
3611.69

3611.6
3609.68
3608
3608
3610.54
3611.02
3611.78

n Val
.06
Expan.
.3

Downstream

Deck/Roadway Coordinates
2
Sta Hi Cord La Cord
Sta Hi Cord La Cord
0 3610.3
200 3610.7

num~

Downstream Bridge
Station Elevation
Elev
Sta
0 3611.6
6.06 3611.4
45.69 3610.3
100.19 3609.7
127.78 3609.6
141.03 3608.9
151.18 3607.9
158.86 3607.6
186.06
3610.5
205.42 3612.4

Cross Section Data
Data
num=
49
Sta
Elev
Sta
4.12 3611.6
5.04
10.74 3610.61
17.45
46.08 3610.3
47.51
103.2 3609.6
112.15
129.99 3609.6 130.05
143.64 3608.81 144.39
152.62 3607.6
153
164.43 3608.19 167.61
187.06 3610.6 187 . 4 8
206.55 3612.46 208.86

Manning's n Values
Sta
Sta
n Val
.06
147.96
0

num=
n Val
.035

Bank Sta: Left
147.96

Coeff Contr.
.1

Right
167.61

Elev
3611.46
3611.02
3610.31
3609.6
3609.6
3608.8
3606.9
3608.6
3610.63
3612.6

3
Sta
167.61

n Val
.06
E:xpan.
.3

Upstream Embankment side slope
Downstream Embankment side slope
Maximum allowable submergence for weir flo•...·
Elevation at which weir flow begins
Energy head used in spillway design
Spillway height used in design
Weir crest shape
Number of Culverts

0 horiz. to 1.0 vertical
0 horiz. to 1.0 vertical
.95

Broad Crested

1

Culvert Name
Shape
Rise
Span
Culvert #1
Circular
3
FHWA Chart # 2 - Corrugated Metal Pipe Culvert
FHWA Scale # 3 - Pipe projecting from fill
Solution Criteria = Highest U.S. EG
Culvert Upstrm Dist Length
Top n
Bot:om n
1
22
.024
.024
Upstream
Elevation
3607.6
Centerline Station = 161
Downstream Elevation= 3606.7
Centerline Station
153
CULVERT OUTPUT
Q Culv Group

Profile #PF 1

(cfs)
Barrels
Q Barrel (cfs}
E G. us. (ft}
s. us. (ft)

•

'"·

Sta
Elev
5.71 3611.44
45.51 3610.3
88.26 3610.44
120.57 3609.6
138.23 3609.09
147.96 3608.6
155.18 3 6 07 . 6
174.76 3609.6
197 3611.6

Culv Group:

45.72
1
45.72
3611.80
3611.79

Cu2.v
Culv
Culv
Culv
Culv

Depth Blocked
0

Entrance Loss Coef
.9

Culvert #1
Full Len ( ft}
Vel us ( ft/s)
Vel OS (ft/s)
Inv El Up ( ft)
Inv El On { ft)
Page 5

8.22
10.37
3607.60
3606.70

Exit Loss Coef
l

...

-

...

-

E.G. DS

(ft)

w.s. DS

( ft)

Delta EG { ft)

Delta ws

( ft}

E.G. IC (ft)
E.G. oc ( f t )
Culvert Control
Culv WS Inlet ( ft)
Culv WS Outlet 1ft)
Culv Nml Depth (ft)
Culv Crt Depth (ft)

Note:

The flow in the culvert is entirely supercritical.

CROSS SECTION
RIVER: Wash A
REACH: 1

RS: 1

INPUT
Description:
Station Elevation Data

49

nl.ll1l=

Sta

Elev

Sta

0
6.06

3611.6
3611.4

45.69

3610.3

100.19

3609.7
3609.6
3608.9
3607.9
3607.6
3610.5
3612.4

4.12
10.74
46.08
103.2
129.99
143.64
152.62
164.43
187.06
206.55

Sta

Elev
3611.6
3610.61
3610.3
3609.6
3609.6
3608.81
3 6 07 . 6
3608.19
3610.6
3612.46

5.04
17.45
47.51
112.15
130.05
144.39
153
167.61
187.48
208.86

Manning's n Values
Sta
n Val
Sta
.06 147.96
0

nuro=
n Val

Sta

.035

167.61

Bank Sta: Left
147.96

Lengths: Left Channel
47.11
55.53

127.78
141.03
151.18
158.86
186.06
205.42

Right
167.61

CROSS SECTION OUTPUT
E.G. Elev {ft}
Vel Head {ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope {ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total {ft/s)
Max Chl Dpth (ft)
Conv. Total {cfs)
Length Wtd. (ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Elev
3611.46
3611.02
3610.31
3609.6
3609.6
3608.8
3606.9
3608.6
3610.63
3612.6

Sta
5.51
40.41
51.69
116.97
137.85
145.83
153.26
171.15
188.25
218.87

Elev
3611.46
3610.27
3610.29
3609.6
3609.1
3608.8
3606.88
3609.06
3610.7
3612.83

Sta
Elev
5. 71 3611.44
45.51 3610.3
88.26 3610.44
120.57 3609.6
138.23 3609.09
147.96 3608.6
155.18 3607.6
174.76 3609.6
197 3611.6

3

n Val
. 06
Right
60.48

Coeff Contr.
.1

Expan.
.3

Profile #PF 1

3609.31
0.46
3608.86
3608.86
0.017745
105.00
27.27
5.27
1. 98
788.2
55.30
3606.88
1. 06
0.91
0.03

Element
Wt. n-Val.
Reach Len. ( ft)
Flo·.~· Area (sq ft)
Area (sq ft)
FlO"-' (cfs}
Top 'i'Jidth ( ft)
Avg. Vel. {ft!s)
Hydr. Depth (ft)
Conv. (cfs)
!tletted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.060
47.11
0.48
0.48
0.31
5.65
0.64
0.09
2.3
5.66
0.09
0.06
0.00
0.00

Channel
0.035
55.53
19.21
19.21
104.48
19.65
5.44
0.98
784.3
20.36
1. 05

5.68
0.02
0.02

Right 08
0.060
60.48
0.25
0.25
0.21
1. 97
0.83
0.13
1.6
1. 99
0.14
0.12
0.00
0.00

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for t~e water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
\.•larning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical ans,.ver.
The program defaulted to critical depth.

•

CROSS SECTION

-

RIVER: Wash A
REACH: 1

-

\>las hARevF 1 oodp lai nl .rep
Culv Frctn Ls { ft)
0.69
Culv Exit Loss ( ft)
0.85
Culv Entr Loss ( f t)
0.94
Q Weir (cfs)
59.28
Weir Sta Lft ( ft)
14.25
Weir Sta Rgt ( ft)
215.03
Weir Submerg
0.00
0.24
Weir Max Depth ( ft)
Weir Avg Depth ( ft)
0.23
46.68
Weir Flow Area (Sq ft)
Min El Weir Flow ( ft)
3611.61

3609.31
3608.86
2.48
2.94
3611.50
3611.80
Outlet
3609.80
3608.49
1. 72
2.20

RS:

0
Page 6

-

-

-

-

..

..

-

WashARevF1oodp1ain1.rep
INPUT
Description: XSO
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0 3609.4
2.46 3609.39
15.21 3609.4
22.12 3609.25
50.33 3608.8
54.46 3608.6
70.18 3607.6
70.85 3605.9
74.71
3601.3
75.68 3601.11
82.45 3600.6
84.01 3601.1
90.33
3608
94.91 3608.6
111.29 3609.6 126.78 3610.6
149.89 3611.6

41
Sta

36.88
60.66
73.4
76.64
84.63
99.61

3609.04
3608.6
3601.68
3600.94
3601.6
3608.93
130.43 3610.86

Manning's n Values
n Val
Sta
Sta
0
.06
75.68

num=

Bank Sta: Left
75.68

coeff contr.

Right
84.01

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit w.s. (ft)
E.G. Slope (ft/ft)
Q Total {cfs)
Top Width

( ft)

Vel Total {ft/s)
Max Chl Dpth (ft)
Conv. Total (cfsl
Length Wtd. (ft)
MinCh El (ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

Elev

4.11 3609.43

n Val
.035

3
Sta
84.01
.1

Sta
10.99
38.34
62.23
73.45
77.92
85.66
103.04
133.68

Sta
12.9
42.89
65.52
74.44
81.62
86.77
111.17
148.22

Elev
3609.36
3608.92
3608.15
3601.38
3600.6
3607.6
3609.6
3611.6

n val
.06
Expan .
.3

Profile #PF 1
3603.15
0.77
3602.38
3602.38
0.015313
108.00
11.84
6.36
1. 78
872.8
3600.60
1. 23

Element
Wt. n-Va1.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

...

-

-

-

.

..
..

Elev
3609.33
3609.02
3608.5
3601.6
3600.6
3605.77
3609.1
3611.01

Page 7

Left OB
0.060
2.48
2.48
6.42
2.70
2.59
0.92
51.9
3.19
0.74
1.92

Channel
0.035
13.79
13.79
100.30
8.33
7.27
1. 66
810.6
8.47
1. 56
11.32

Right 08
0.060
0.71
0. 71
1. 27
0.81
1. 79
0.88
10.3
1. 60
0.43
0.76

-

-

-

/

/

/
•

/

/

/

/0
•.1

•

/

-':)

/

~
/

/'4

/

/

i .~/

.<Y y~

13

7

.:
8

:to"·
•

-

-

-

•3.rtia! GJS datal_ _ _ _ _ _ _ _ _ _ _ _ __

-

/'

/,;
-8'

•

•

/

'14

/

<t

i

17

•

/

-

-

Plan· Plan 01

-

-

-

-

-

1 RS· 23

Profile· PF 1

3671.12
0.97
3670.15
3670.15
0.002494
3302.00
344.80
5.88
4.08
66124.5
175.40
3666.07
1.81
0.73
0.04

Element

~--

Vel Head (tt)
W.S. Elev (tt)
Grit W.S. (tt)
E.G. Slope (ft/tt)
Q Total (cfs)

-

-

Wash B

E.G. Elev (tt)

Top Width (tt)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (tt)
Min Ch El (ft)
Alpha
Frein Loss (tt)
C & E Loss (ft)

Reach Len. (ft)
Flow Area (sq ft)

Channel

Left OB

0.041
·157.36
202.63
202.63
433.26
184.13
2.14
1.10
8676.4
184.32
0.17
0.37
7.39
5.13

Wt. n-Val.

----

Area (sq ft)
Flow (cfs)
Top Width (tt)
Avg. Vel. (ft/s)
Hydr. Depth (tt)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/tt s)

Cum Volume (acre-ft)
Cum SA (acres)

Right OB

0.020
176.ss
290.44
290.44
2558.27
79.19
8.81
3.67
51230.8
79.39
0.57
5.02
10.48
2.93

I

0.023
196.52
68.46
68.46
310.47
81.48
4.53
0.84
6217.3
81.81
0.13
0.59
6.05
6.66

Errors Warnings and Notes

Warning:

The energy equation could not be balanced within the specified number of iterations. The

Warning:

The conveyance ratio (upstream conveyance divided by downstream conveyance)_is less than

program used critical depth for the water surface and continued on with the calculations.

'

0.7 or greater than 1.4. This may indicate the need for additional cross sections.

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

Warning:

This may indicate the need for additional cross sections.
Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indic~ates that there is
not a valid subcritical answer. The program defaulted to critical depth.

-Plan· Plan 01

Wash B

E.G. Elev (ft)
Vel Head (tt)
' W.S. Elev (tt)
Grit W.S. (ft)

!

E.G. Slope (fVtt)
Q Total (cfs)

Top Width (tt)
Vel Total (ft/s)
Max Chi Dpth (tt)
Conv. Total (cfs)
Length Wtd. (ft)
I

Min Ch El (ft)
Alpha
Frein Loss (tt)
\ C & E Loss (tt)

'

1 AS· 22

Profile· PF 1

3667.45
0.85
3666.60
-·
3666,f>O
0.008179
3302.00
383.00
4.88
4.47
36511.1
176.86
3662.13
2.30
1.52
0.00

Element
Wt.

n~Val.

Lett~OB

I

I

i

Wetted Per. (ft)

0.060
1_7048!
296.62 I
296.62 i
803.08
223.10
2.71
1.33
8879.9
223.18

Shear (lb/sq tt)

0.68

Reach Le~. (ft)

I Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (tt)
Avg. Vel. (ftis)
Hydr. Depth (tt)
Conv. (cfs)

Stream Power (lb/tt s)

Cum Volume (acre-ft)
Cum SA (_~~res)

i

Channelt

0.035
·177.27 -~
217.00
217.00
2003.17
57.75
9.23
3.76 I

i

22149.6
58.21
1.90

Right OB\

0.060!

1844~162.58
162.58
495.75
102.14
3.05
1.59
5481.6

-~

.

~---=-=-

~102.34

0.81

~57~
9~5-!-- 5.53
~ . 4.39

1

2.66

I.

~~

Errors Warnings and Notes
Warning:
,Warning:

~---

~arning_: ~

The energy equation cou Jd not be balanced within th~ specified number of iterations. The _ ___,
program used critical de pth for_!~-~ water surface and continued on with the calculations.
The energy loss was g_re ater _!!lan 1.0!~.(<2.:~ m). betwe~n the c~rrent and previous cros_s section.
This may indicate the need for additional cross sections.

1-=--c---

-

~~----------·

--·-·~-

During the st_andard step itera!ions, ~~en the assumed ~ater surface ~as set equal to critical

depth, the calculated w~t~.!l:l_rfac~_£.~':Tle back below critical dept~. Th~s indicates that there is
not a valid subcritical ans w~:.._Th~ prog_ram defaulted to cri_!i~<!! dep~
-----

..

-

Plan· Plan 01

-

-

-

-

-

1 AS· 21
3663.09

Vel Head (ft)

0.87

W.S. Elev (It)

3662.22

Crit W.S. (ft)

Profile· PF 1
Left 08

.

Element
Wt. n-Val.

3662.22

E.G. Slope (111ft)

-

-

Wash B

E.G. Elev (It)

0.009048

0.060
..

Channel

Right 08

0.035 '

Reach Len. (ft)

2tt.53

207.99

0.060
204.28

Flow Area (sq ft)

t32.52

335.221

t07.57

Area (sq It)

t32.52

335.22

127.04

Q Total (cis)

3302.00

Flow (cis)

348.34

2733.30

220.36

Top Width (ft)

4t4.tt

Top Width (ft)

tt2.39

tt5.8t

t85.9t

Vel Total (111s)

5.74

Avg. Vel. (111s)

2.63

8.t5

2.05

Max Chi Dpth (It)

4.08

Hydr. Depth (ft)

t.t8

2.89

0.8t

Conv. Total (cfs)

347t2.8

Length Wtd. (It)
Min Ch El (It)

Conv. (cis)

3662.0

28734.2

23t6.6

208.74

Wetted Per. (It)

tt2.43

tt6.85

t32.64

3658.t4

Shear (lb/sq ft)

0.67

t.62

0.46

t.75

13.2t

0.94

Alpha

t.70

Stream Power (Jb/ft s)

Frctn Loss (It)

2.08

Cum Volume (acre-ft)

5.65

8.33

4.92

C & E Loss (ft)

0.08

C~m

3.73

2.30

5.64

..

SA (acres)

Errors Warnings and Notes

Warning:

The energy equation could not be balanced within the specified number of iterations. The

Warning:

The energy loss was greater than 1.0 ft (0.3 m). between the current and previo_us cross section.
This may indicate the need for additional cross sections.

Warning:

During the standard step iterations, when the assumed water surface was set equal to critical

program used critical depth for the water s~rface and continued on with the calculations.

depth, the calculated water surtace came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.
Note:

Multiple critical depths were found at this location. The critical depth with the lowest, valid, water
surface was used.

Plan· Plan 01

Wash 8

1 AS· 20

Profile· PF 1
Left 08
0.037

Channel
0.035

__t_9t.38

t84.99

1-'E:::·c:G:c.-=E:::Ie:.:v_,("ft).___-I--"3_,65--_7:_:·..:.48'".1.-=E::.:Ie.._m...e.._n:.:.t_ _ _ _ __.,]_
Vel Head (ft)
0.6t Wt. n-Val.
f-W=.S.._.-=E=Ie-'-v-"(ft2 ) _ _+-"-36"'5"6.87

Reach Len. (It)

f-C:::r...itc..:W.::.::.S.._.-"(ft2) _ _-l---"3-=6--.56-::·-:.87
~,G. Slope (111ft)
O.Ott003

Flow Area (sq ft)
Area (sq ft)

1-'Q::...:.T-:ot:.:a:.:l(e:cl:=s,_)_ _...L_3302.00
Top Width (ft)
544.9t

Flo:.:w:.:(c::c:.:ls!...)-----+-t699.03
t95.45
Top Width (It)

__

tt96.44 '
75.96 !

Vel Total (11/s)

5.24

Avg. Vel. (111s)

6.tt

4.27

Hydr. Depth (ft)

t.42 f---2.t4

Conv. Total (cis)

3t479.6

Length Wtd. (It)

t86.76

Wetted Per. (ft)

f-M=in..:C.._h:.:E::I-"(ft2 ) _ _+__:3654.50

Shear (lb/sq ft)

Conv. (cis)

~~~~=--r--~~~~:

t.44

Frctn Loss (ft)
LC::..:&:.:E=-=Lo=s...s._.(c:ft,_)_

_ . i_____

Warning:

r

rning:

1

Cum SA (acres)

2.t4

J

1

_·_·

1

-~~

tt406.2 J.

3875.7

t96.3t

76.26

273.59

i

0,97-r--· t.46

~-

5.95

t0.78

0.48
1

t.02 .

L

4.65 r - - 7 t4
4 t~
[. _ _ 2~~ _ _
t.~_l ___ 4.56

·--·

The energy equation could not ~e balar:ced within the specified n~mber of iterations. The
program used cr~tical depth for the water surtace and continued on with the calculations.
_____________________ _
Divided flow computed _f5Jr th !~ cro~s-section.

__

The cross-sectio_~~c:!_point s ha~ to be extended vertically f~ the_~om_E~ted water surfac~·-___
1
~an 1.0 ft (0.3 m_!. between th_e cu~r.::nt and preyious cross section.
The en~rgy loss was 2!eate

This may indi~ate th~~~~-<! ~~-~_dd_it~onal
f
cross section~:_ __________ -------1
During the standard~~~_p i!_e_ratio_.!:~_; ~hen t~e assumed ~ater ~-u~ace was set equal to critic~~
depth, the calculated
water ~u~~~9ame ba~k below critic~~~(J~ Tt~i~~icates th~t there is ....
--·-.
. .•- - ......
rn1ng:

l

...Cl:_02

7.37

406.54
273.49

t6t97.7

-~ Cum yolume (acre-It)-~.,-.

Errors Warnings and Notes
Warning:

Stream Power (lb/ft s)

t79~

277.98 r--'-~2.35 _ _1:.:9:--0:.:.0:--6_~
1
277.98
_t6::-2:-.3'-5'-'-!__t-::-90:.:.0.::-6'--1

Max Chi Dpth (ft)

Alpha

Right 08
0.058

-

-

-

-

-

Errors Warnings and Notes (Continued)
j not a valid subcritical

[

Plan· Plan 01

Wash B

E.G. Elev (ft)
Vel Head (ft)
W .S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ftlft)
Q Total (cfs)

Top Width (ft)
Vel Total (fVs)
Max Chi Dpth (ft)
Conv. Total (cts)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

ans~er.

The program defaulted to critical depth.

1 RS· 19

Profile· PF 1
3653.81 Element
0.78 Wt. n~Val.
3653.03 Reach Len. (ft)
3653.03 Flow Area (sq It)
0.006753 Area (sq ft)
3302.00 Flow (cfs)
381.80 Top Width (ft)
5.19 Avg. Vel. (fVs)
4.43 Hydr. Depth (ft)
40182.2 Conv. (cfs)
129.85 Wetted Per. (ft)
3648.60 Shear (lb/sq It)
1.85 Stream Power (lb/ft s)
0.90 Cum Volume (acre~ft)
0.00 Cum SA (acres)

Left OB

Channel

0.043
136.48
229.Q4
229.04
861.92
177.12
3.76
1.29
10488.7
177.34
0.54
2.05
3.54
2.17

0.035
129.08 i
242.45
242.45
2070.54
63.03
8.54
3.85
25196.6
63.30
1.61
13.79
6.28
1.55

Right 08

0.060
120.77
164.54
164.54
369.54
141.64
2.25
1.16
4496.9
141.94
0.49
1.10
3.44
3.71

Errors Warnings and Notes
,,

Warning:

The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.

i

Warning:

The energy loss was weater than 1.0 ft (0.3 m). between the current and previous cross section.

I

This may indicate the need for additional cross sections.

Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The pr?gram defaulted to critical depth.

Plan· Plan 01

Wash B

I

E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (fVft)
Q Total (cfs)

Top Width (ft)
Vel Total (fVs)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wid. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (II)

1 RS· 18
3651.14
0.82
3650.32
3650.32
0.007061
3302.00
419.90
5.67
4.72
39295.4
111.04
3645.60
1.65
0.79
0.03

Profile· PF 1
Element

+--

Left 08

Channel

Right 08

0.057
o:o22
110.58
111.61
209.20
Flow Area (sq It)
~ 97.23
209.20
97.23
Area (sq ft)
'
416.68
710.87
Flow (cfs)
86.33
250.22
Top Width (ft)
7.31
1.99
Avg. Vel. (fVs)
0.84
1.13
Hydr. Depth (ft)
4958.7
8459.7
Conv. (cfs)
250.52
86.57 ~- 83.76
Wetted Per. (ft)
I
~0.37
o.5_D_ ~~ 1.45_
Shear (lb/sq II)
Stream Power (lb/ft s) 1~-~~ ___1_1.~~ ~----O·!~_j
3.03
Cum Volume (acre-ft)
2c~
5.51
I
1.75
j Cum SA (acres) __
1.331 -· -"J-16
WI. n-Val.

Reach Len. (fl)

0.0351
111.06
275.55
275.55
2174.45
83.35
7.89
3.31
25877.0

I

Errors Warnings and Notes
Warning:

·------·
The energy equation could not b~ balanced within the specified number of ite rations. The

Warnin!;J:

program used critical depth for the w~~er su'!_~~e an,9 continued on with the calculations.
The e~ergy loss ~~~eater_t~an _!-.Q__!!_~_:?_~between_the current a'2~ pre vious cross section.
This may in~~cate ~he n~ed for additional c~oss sec!~~~---·--·
During the standar~ step itera!~C?~~when the assum~d water surface w~s se t equal !~ c"r"-iti=c=a:..l_
depth, the calc_ulat~ water su~ace ca_me bac~~_!9~_ 9ritical dept~_- Thi~ ind!cates that there is

--------~

Warning:

--

L_ _____ ~?t a valid subcril~c~J ~'2~~~ T~.'::_E!:~gram ~eiaulte~ ~ criti~_al depth. ____

____j'

-

-

..

Plan· Plan 01 Wash B
E.G. Elev (ft)

Crit W.S. (ft)

3647.74

E.G. Slope (ft/ft)

Gnos

Element

0.025

------J

Flow Area (sq ft)

Channel

Right OB

0.035

0.059

t51.97

t56.0t

162.88
256.26

..

t21.72

266.20

121.72

266.20

256.26

Flow (cfs)

687.50

2082.13

532.37
271.07

Area (sq fl)

1--

a Total (cfs)

3302.00

Top Width (ft)

477.82

Top Width (ft)

124.54

82.21

Vel Total (ftls)

5.13

Avg. Vel. (ftls)

5.65

7.82

2.08

Max Chi Dpth (ft)

4.14

Hydr. Depth (ft)

0.98

3.24

0.95

Conv. Total (cfs)

39179.5

Conv. (cfs)

8157.4

24705.3

6316.8

Wetted Per. (ft)

124.56

82.36

271.43

Shear (lb/sq ft)

0.43

1.43

0.42

155.58

Min Ch El (ft)

3643.60

Alpha

1.75

Stream Power (lb/ft s)

2.45

11.21

0.87

Frctn Loss (ft)

0.99

Cum Volume (acre-ft)

2.75

4.82

2.33

C & E Loss (ft)

0.01

Cum SA (acres)

1.49

1.12

2.50

Errors Warnings and Notes

Warning:

The energy equation could not be balanced within the specified number of iterations. The

Warning:

The energy loss was greater than 1.0 ft (0.3 m). betwee_n the current and previous cross section.

program used critical depth f_or the water surface and continued on with the calculations.
This may indicate the need for additional cross sections.

Warning:

During the standard stee iterations, when the assumed water surface was set equal to critical
depth, the calculated water suriace came back belo~ critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

-

Wash 8

1 As· 16

E.G. Elev (ft)

3644.94

Vel Head (ft)

0.83

W.S. Elev (ft)
Crit W.S. (ft)

3644.11
3644.11

E.G. Slope (ftlft)

0.005719

Profile· PF 1
Element

"""'

"~ "~ '~=f,

400.89

Top Width (ft)

Vel Total (ftls)

5.79

Avg. Vel. (ftls)

. Max Chi Dpth (ft)

3.51
.

Hydr. Depth (ft)

Conv. Total (cfs)

43665.1

169.47
.

2304fl
230.48

170.61

Flow(~--

1350.71

·

Right OB

0~~
167.35

169.66

Area (sq ft)

Top Width (ft)

Channell

0.024

Reach Len. (ft)

3302.00

Min Ch El (ft)

Left OB

Wt. n·Val.

a Total (cfs)

Length Wtd. (ft)

1696.44

98.90 f-----66.39
7 ~3_ 1--7.36

169.70
169.70
254.851
235.60
1.50

1.72

3.47

0.72

17861.5

22433.5

3370.1

169.39

Wetted Per. (ft)

99.09

66.39

236.31

3640.60

Shear (lb/sq ft)

0.61

1.24

0.26

4.87

9.12

0.39

3.931
0.86

±ill

Conv. (cfs)

Alpha

1.60

Stream Power (lb/ft s)

Frctn Loss (ft)

0.97

Cum Volume (acre-ft)

C & E Loss (ft)

0.01

Cum SA (acres)

I

---~2Yfr=
1.10

1.55

Errors Warnings and Notes
- - · - - · - - - -..-~·---·---------------~arning:
IThe energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface an~ continued on w1th the calculations.

I

fWarning:

..

I

-

L

-

0.007103

Length Wtd. (ft)

-

-

Profile· PF 1

0 7_t_ Wt. n-Val.
3647.74 Reach Len. (fl)

W.S. Elev (ft)

-

-

3648.45

Vel Head (ft)

..

-

1 RS· 17

I

Warning:

L

The energy loss was__ greater tha~. 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate: the need for additional cros:"s.._.,s,eo.c_.ti"o~n,_,s.'----·---------------­
During the standard step iteratio~_s, when the assu~ed ~-~ter surface wa.~ set equal to critical
depth, the cal~ulat.~d wa_ter surface c_~~e bac~_el~~c!it"lcal_depth. This indicates t~at there_~~
not a valid subcritical answer. Th~.prograr:!:! dela~~~ ~~~~!cal d~~.-- .. - - - · · - - - -

-

-

-

-

-

-

•

Plan· Plan 01

Wash B

E.G. Elev (ft)

1 AS· 15
---·

Profile· PF 1

3641.53 Element
Left OB
Channel
.
r-:,--.
o.9o Wt. n.Val.
0.023
0.035
··-----t--·161.55
3640.63 Reach Len. (ft)
\--·
3640.63 Flow 11rea (sq ft) .
270.79
0.005777 Area (sq ft)
128.48
270.79
3302.00 Flow (cfs)
957.52
2158.03
386.61 Top Width (ft)
86.67
69.57
6.14 Avg. Vel. (fils)
7.45
7.97
4.03 Hydr. Depth (ft)
1.48
3.89
43442.3 Conv. (cfs)
12597.5
28391.8
162.52 Wetted Per. (ft)
86.75
69.77
3636.60 Shear (lb/sq ft)
0.53
1.40
1.53 Stream Power (lblft s)
3.98
11.16
0.71 Cum Volume (acre-ft)
2.96
1.66
0.04 Cum SA (acres)
0.74
0.59

Vel Head (ft)
W.S. Elev (ft)

Right OB

0.060
156.83
138.89
138.89
186.45
230.37
1.34
0.60
2453.0
230.62
0.22
0.29
0.94
0.65

~::;}

Crit W.S. (ft)
E.G. Slope (tvft)

a Total (cfs)
Top Width (ft)
Vel Total (fils)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Errors Warnings and Notes

Warning:

The energy equation could not be balanced within the specified number of iterations. The

program used critical depth for the wate_r surface and continued on with the calculations.
The energy toss was greater than 1.0 ft (0.3 m). between

rrning:

t~e

current and previous cross section.

This may indicate the need for additionai cross secti9ns.

Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water
not a valid subcritical

Plan· Plan 01

Wash B

E. G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (fllft)

a Total (cfs)
Top Width (ft)

1 RS· 14
3637.77
1.28
3636.49
3636.49
0.003394
3302.00
221.04

Vel Total (fils)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)

I

Errors Warnings and Notes
Warning:

came back

~elow

critical depth. This indicates that there is

The program defaulted to critical depth.

Profile· PF 1

Element

.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)

0.731 Cum Volume (acre-ft)
0.04 Cum SA (acres)

----·

-~ not be
The energy equation _caul

Left 08

0.060

Wt. n·Val.

6_5__6_ Avg. Vel. (fils)
cc-·-·
3.89 Hydr. Depth (ft)
56681.5 Conv. (cfs)
109.65 Wetted Per. (ft)
3632.60 Shear (lblsq ft)
1.91 Stream Power (lb/ft s)

Max Chi Dpth (ft)

I C & E Loss (ft)

surf~ce

ans~er.

Channel

RightOB

0.020

0.020
121.03 •

·@=109.97
185.31
245.70

~I

185.3r 245.70
407.35
2496.39 ~98.27

98.021
68.10
54.921
2.20 ___
1~--- 5.50
1.B9 .
3.61 '
~
1
,

6992.5
98.53
0.40
0.88

~~
0.38 I

42852.5
68.31
0.76
7.74

6836.6
55.01
0.28
1.53

o~~

2.oo
0.34l __ ~
1

bala~ced within the specified numbe~ of iteratio':'s.·~~

~;

program used critic"!l dep th for the water surtace and continued on with the calculations=-·------!
The conveyance ratio (upstream co_nveyance divjded by downstream conveyance) is less than

~Warning:

The energy loss was

Warn1ng:

0.7 or greater than

~Wa~~~~···
-··

This may indicate

1.~.

th~

During the _standard

This ma_y indicate the need for additio_~n=al'-c"r_,_o=-ssc..cse=-c=-tccio'-n-'-s'--.----::---1
tt (0.3 m). between the current and previous_~ross section

_!_er than~~
Q_~a

nee:d fo_r:_ a_ddi!i~ma~_~_ro_ss__
se_c_ti~'2.s.:... ____._ .. ____ ·-·--- ·---·------1
'1 terations,_ ~~~~ assumed water_ surface was se! equal to critical

s~~p

depth, the calculated_ wat
~ E_l!rtac':: ca~e back below critical depth. This indi~tes that there is
~ valid -~~bcntlc~l ~nswe~~ .!.~P!~.fJ_ram_ ~~.!_a~lted to c~i~~~ ~ept~--

-

-

-

Plan· Plan 01

Wash B

1 RS· 13

r,=Ecc.Gc..·.cE=:Ie'-v_.(c.:ftL)--+--=3=635.93

Profile· PF 1

Element

c __ _ _

~ L:;ti OBI

~V'-e:.CI'-H:::e00
ad::...>:.(ft,_)----1
1.72 Wt. n-Vat.
0 060
--36-3-4.-2-1 +--R-e-ac~h-L~e~n·-.(-ft-)- - - - 1---·1 0~.65
W.S. Elev (ft)

Crit W.S. (ft)
E.G. Slope (ft!ft)

3634.21
0.018554

866.71

2435.29

-

Top Width (ft)

71.80

69.04

Vel Total (ft!s)

9.13

Avg. Vel. (ftls)

5.59

11.79

Max Chi Dpth (ft)

4.61

Hydr. Depth (ft)

2.16

2.99

-

Conv. Total (cfs)

24241.3

6362.9

17878.4

rLe'-n"'g:Cth_.W:Ct"'d'c.("ft'-)-+--=-'-11:.:2=:.7_.0+-W=ett:::e:.:dc..P_.e::.r._.(c_:ft)'-----+-72.67
MinCh El (ft)
3629.60 Shear (lb/sq ft)
2.47

70.93

..
..

Alpha

13.81

Frctn Loss (ft)

1.59

Cum Volume (acre-ft)

0.64

1.43

0.46

C & E Loss (ft)

0.09

Cum SA (acres)

0.17

0.16

0.06

Warning:

The energy equation could ~ot be balanced within the specified number of iterations. The

•

I

program used critical depth for the water surface and continued on with the calculations.

Warning:
~arnin~:

Divided flow computed for this cross-section.

..

The energy loss was greater t_~an 1.0 ft (0.3 m). between the <:urrent and previous cross section.

This may indicate the need for additional cross sections.
Warning:

r--·

I
'

.

During the standard step iterations, when the assumed water surtace was set equal to critical
depth, the calculated water suriace came back below_ critical depth. This ind'1cates that there is

L.

not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

Wash 8

1 RS· 12

E.G. Elev (ft)

3633.83

Vel Head (ft)

1.43

W.S. Elev (ft)

3632.40

Grit W.S. (ft)

3632.40

E.G. Slope (ft!ft)
Top Width (ft)

0.011037
·-

3302.00

Profile· PF 1
Element

Left 08

Channell

0.060

0.035
154.00

Wt. n·Val.
Reach Len. (ft)

154.00

Right 08

i

0.060
154.00
. 77.40

Flow Area (sq ft)

147.94.

218.86 I

Area (sq ft)

147.94

218.86

I

77.40

Flow (cfs)

639.87

2401.81

i

260.32

68.38

55.12

1

·-

175.29

Top Width (ft)

Vel Total (ftls)

7.43

Avg. Vel. (ftls)

4.33

Max Chi Dpth (ft)

5.80

Hydr. Depth (ft)

2.16

Conv. Total (cfs)

31430.9

Length Wtd. (ft)

•

3.37
39.77

Stream Power (lblft s)

Conv. (cfs)

5U~

3.36

10.971
3.97

1.49

6090.7

22862.2

2477.9
52.67

154.00

Wetted Per. (ft)

69.02

56.71

3626.60

Shear (lb/sq ft)

1.48

2.66

1.01

1.67

Stream Power (lb/ft s)

6.39

29.18

3.41

Frein Loss (ft)

1.54

Cum Volume {acre·ft)

0.26

o.s7

LC & E Loss (ft)

0.06

Min Ch El (ft)

•

Conv. (cfs)

Errors Warnings and Notes

-

Flow (cfs)

1.33

Q Total (cfs)

-

109.04

Flow Area (sq_.ft)~----1--15'-:5_..0:-:--4 ~6__.5=-:3:-t--~-----j
Area (sq ft)
155.04
206.53

140.83

-

3302.00

0 035
11 ~.16

Top Width (ft)

-

Q Total (cfs)

Cha_n_ne"l~'_R~ig~h_t_0~8_,

1 Alpha

--~

Cum SA (ac:~---·-~

0.36

I

I
.-.~------

Errors Warnings and Notes

y.;--:·
arn1ng:

---·--:-:c-:-:--:-··---··----c------:cc----c-----c~-~,

The energy equation could not be bal~nced within the sp_ecified number of iterations. The
program used critical _dept~ for the water suriace and continued on with the calculations.

Warning:

~a~~,:;-g:

The energy loss was greater than 1.0 ft (0.3 m). between the current__and previous cross section.
This may indicate the need for
_a~diti~?_nal cross

sect~ons.

~

____ - - ·

During the standard st~EJ!_erat
_i?_n~~hen ~_h_e assu~~d water surtace was set egual to critical

L_

depth, the calculated water.su
~ace came back beJ9w critical depth. Thi~ indicates that there is

I

not a valid subcritical answer.
--~h~ogra~ defaulted to critical dep~----·

_

-

-

-

-

-

-

Plan· Plan 01

Wash B

E.G. Elev (ff)
Vel Head (It)
W.S. Elev (ff)
Crit W.S. (ff)
E.G. Slope (ftlft)
Q Total (cfs)

Top Width (ft)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cis)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ff)
C & E Loss (ff)

1.24
3628.85
3628.85
0.009092
3378.00
170.83
8.42
5.25
35426.5
151.20
3623.60
1.13
1.61
0.04

_"jt. n-Vat.
Reach Len. (It)
Flow Area (sq It)
Area (sq It)
Flow (cis)
Top Width (ff)
Avg. Vel. (ft/s)
Hydr. Depth (ff)
Conv. (cfs)
Wetted Per. (ff)
Shear (lb/sq It)
Stream Power (lblff s)

Cum Volume (acre·ft)
Cum SA (acres)

Warning:

0.035
151.98
273.36
273.36
2636.30
72.06
9.64
3.79
27648.0
74.34
2.09
20.13
7.96
2.79

Divided flow computed for this cross-section.
The energy loss was greater than 1.0 ft (0.3 m). between the current and

Warning:

127.48
127.48
741.56
96.86
5.82
1.32
7777.0
97.35
0.74
4.32
4.96
3.66

previou~

_=:]

cross section.

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

Wash 8

E.G. Elev (ff)
Vel Head (ff)
W.S. Elev (ff)
Crit W.S. (ff)
E.G. Slope (fVff)
Q Total (cis)

Top Width (ff)
Vel Total (ft/s)
Max Chi Dpth (ff)
Conv. Total (cfs)
Length Wtd. (ff)
Min Ch El (ff)
Alpha
C & E Loss (ft)

2 RS· 10

Profile· PF 1

3627.09 Element
1.67 Wt. n-Val.
3625.42 Reach Len. (ff)
3625.42 Flow Area (sq ff)
0.012573 Area (sq ff)

33~:~~
10.38
4.82
30125.4
125.18
3620.60
1.00
1.48
0.00

Leff 08

Channel

Right 08

127.39

0.035
125.27

122.71

=r -- _--

Avg. Vel. (fVs)
Hydr. Depth (ff)
Conv. (cis)

325~
~37 L

Shear (lb/sq It)

Stream Power (lb/ft s)
Cum Volume (acre-ft)
··-

I

30125.41
101.03
2.53
26.25

Wetted Per. (ff)

Cum SA (acres)

.

3378.oo
98.36
10.38
3.31

Flow (cis)
Top Width (ft)

1.49
0.86

-----

--

6.92

__
·--

--

----

~

--~9J3.50

--:--c----:-c~-c:------------

-----,

fw.=arc.n:::in'"g"-:-+T"h.::e.::ec:n.::ee'rg,y-'e:C:quation could not be balanced within the specified number of iterations. The

Iprogram used ~ical depth for t_he wate~ surface and continue~h the calculations .

The energy Joss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

additi~nal cross sections.

IDuring the standard~_e__!!~rati~ns,_whe~- th_e_ ass~~_9_ wate~~a~s set equal to critical
idepth, the calculated water surface came back below critical depth.

Inot a valid subcritical ~ns~er.-

•

0.035
144.84

This may indicate the need for additional cross sections.

Warning:

\This may indicate th9 need for

•

Right 08
I

The energy equation could not be balanced within the specified number of iterations. The

Warning:

Warning:

•

Channel

0.060
158.84
0.24
0.24
0.14
1.91
0.59
0.12
1.5
1.92
0.07
0.04
1.50
0.86

program used critical depth for the water surface and continued on with the calculations.

Errors Warnings and Notes_______ ,_

•

Leff 08

Errors Warnings and Notes

Frctn Loss (ff)

•

2 RS· 11 Profile· PF 1
.
· - - - · - - ·- 3630.09 Element

The

This indicates that there is

progra-~def~d to ~riti~a_!_ d~pt~-----------

J

-

-

Plan· Plan 01

-

-

..

•

-

3625.30

Vel Head (ft)

1.70
3623.60
3623.60
0.011189
3378.00
140.12
9.15
5.00
31935.0
124.76
3618.60
1.31
1.40
0.00

' Grit W.S. (ft)
E.G. Slope (111f1)

a Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cis)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Profile· PF 1

I Element

~--

Left OB\

Channel\

Right OBI

j

o.o35 I
124.66 '

0.060!
126.171

Wt. n-Val.
Reach Len. (It)

~_l2c89

l

+--~9!J,g_

Flow Area (sq It)
Area (sq ft)
Flow (cis)

-

.

290.27

I

3140.92
76.34
10.82
3.80
29693.7
77.61
2.61
28.27
6.03
2.24

Top Width (ft)
Avg. Vel. (ft/s)

-

Hydr. Depth (ft)
Conv. (cis)
Wetted Per. (ft)
Shear (lb/sq ft)

I

--

Stream Power (I bitt s)
Cum Volume (acre-tt)

I

1.49
0.86

Cum SA (acres)

___ 78.81
78.81
237.08
63.78
3.01
1.24

I

2~:~~
--

0.86
2.59
4.64
3.41

Errors Warnings and Notes

IWarning:

The energy equation could not be balanced within the spe~ified number of iterations. The

I

program used critical depth for the water su~~-='ce and continued on with the 9::a:clc:::u:cla-ct::-io.,_n:_-S:c------1

Warning:

'1

1

The energy toss was greater than 1.0 _f_t (~..:_3 m). between the current_~!.ld previous cross section.

, Th1s may 1nd[cate the need for add1t1onal cross sect1ons ..
. Warning:

:During the standard step iterations, when the assuf!led water surface was set equal to critical

~

! depth, the calculated water surface came back below critical depth. This indicates that there is
'I not a valid subcritical answer. The program de~aulted to critical depth.

I

Plan- Plan 01
Vel Head (ft)
W.S. Elev (ft)

I

; Grit W.S. (ft)

l E.G. Slope (ft/ft)
, a Total (cis)

-

Top Width (ft)

!

2 RS· 8
3622.24
1.69
3620.54
3620.54
o:o11240
3378.00
109.00
--9.66
4.94
31862.3
133.03
3615.60
1.17
1.41
0.12

Wash B

E.G. Elev (ft)

' Vel Total (ftls)
' Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)

-

2 AS· 9

w.s. Elev (ft)

-

Wash 8

E.G. Elev (ft)

Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Profile· PF 1
Element
Wt. n-Val.
Reach Len. (ft)

I Flow Area (sq It)

Left OB

Channel

128.30

0.035
134.29

I

--

I Area (sq ft)
i Flow (cis)

--

Top Width (ft)
Avg. VeL (fVs)
Hydr. Depth (ft)
Conv. (cis)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (Jb/ft __s)

Right OB

r

[-294,10
294.10
I 3160.33

1

I

o.o6oj
137.25 i
55.52 .
55.52 :
217.67
29.95 .

+-_7905 I
10.75 I -~-- 3.92
3.72 I
1.85
I
2053.2
I 29809.1
79.73 I
30.43

L_~L
.
I
'

'

Cum Vo~ume (acre-ft)

1.49 !

Cum SA (acres)

o~_L

27.81 1

1

i

1~28
5.02 i,
4.44!

-~~~-L-. ----2.02 I

3.28

i

Errors Warnings and Notes

- - - - - - - - - - - · · - · - - · -··-------·
The energy equati~.~ could not be balanced wrt~_i_n the specified number of iterati~~~..: __ T_h_e_ _~--j

:warning:
r ..

i Warning:

j

1

program used critical depth for the water surface and continued on with the calculations.
The energy Joss

wa_? _Q_reater than 1.0 ft (0.3 m). between the current and prev19_~s cross section.

r-1--.---'I_:_:This may indicate the need tor additional cross sections.
1

Warn1ng:

, During the standard_~~~p iterations, when the assumed_~ater surfa~-~-~~~_set eq_ual to critical
1

I_

1

depth, the calculated wate~ ~~rf~ce c~l!le. ~~~-k- ~~low cntleal depth. ThiS 1nd1cates t~at there
not a valid subcritic~l~~":'-~~!_~e pro~~~-f!l~efa_~ted t~ critica!_dep.~th'".'---

IS

..

-

Plan· Plan 01

Top Width (ft)
Vel Total (fVs)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Warning:

'

Warning:

program used critical

dept~- forth~

The energy loss was

~reater_~han

Ri~
0.060
125.25
11.44
11.44
21.08
17.68
1.84
0.65
210.0
17.92
0.40
0.74
4.34
3.20

-------=-

water surface and continued on with the calculations.
1.0 ft (0.3 m). between the current_ and previous cross section.

This may indicate the need for add'1tional cross sections.
Warning:

During the standard step iterations,

w~en

the assumed water suriace was set equal to critical

depth, the calculated water surface came back below critical depth. This indicates that there is
I

I

not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

Wash 8

E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)

2 RS· 6 Profile· PF 1
3616.79 Element
0.92 Wt. n-Val.
3615.87 Reach Len. (ft)
3615.87 Flow Area (sq ft)
0.009969
t-Area (sq ft)
--~
3378.00 Flow (cfs)
293.20 Top Width (ft)
6.54 Avg. Vel. (!Us)
4.27 Hydr. Depth (ft)
33832.8 Conv. (cfs)
119.13 Wetted Per. (ft)
3611.60 Shear (lb/sq ft)
1.38 Stream Power (lb/ft s)
1.41 Cum Volume (acre-ft)
0.01 Cum SA (acres)

--

Crit W.S. (ft)

-

-

Vel Total (!Us)

•

Channel
0.040 '----0.035
112.49
118.70
229.48
166.86
229.48
166.86
1541.34
1815.58
114.77
39.51
6.72
10.88
2.00
4.22
15359.8
18092.7
115.24
40.88
1.25
2.57
8.41
27.92
1.16
4.49
0.69
1.83

The energy equation cou_ld not be balanced within the specified number of iterations. The

. E.G. Slope (fVft)

-

Left 08

Errors Warnings and Notes

-

-

--+

03;1108~~~

E.G. Slope (fVft)
Q Total (cfs)

-

-

1.31 £Wt. n-Val.
3618.15 Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
3378.00 Flow (cfs)
171.96 Top Width (ft)
8.28 Avg. Vel. (fVs)
4.91 Hydr. Depth (ft)
33662.6 Conv. (cfs)
116.57 Wetted Per. (ft)
3613.24 Shear (lb/sq ft)
1.23 Stream Power (lblft s)
1.17 Cum Volume (acre-ft)
0.12 Cum SA (acres)

Crit W.S. (ft)

-

-

Profile· PF 1
3619.461 Element

W.S. Elev (ft)

-

-

2 RS· 7

Vel Head (ft)

-

-

Wash B

E.G. Elev (ft)

Q Total (cfs)

-

Top Width (ft)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Errors Warnings and Notes
2:
Warning:

The energy

program used
·warning:

--

_d_
equatio~ _
coul
critical~dep th

Left 08

Channel
0.046
0.035
109.52
118.87
c------\-·
242.47
143.62
143.62 '
242.47
1384.83 -,-440.011
- 38.82 '
105.73

Right 08

~~

125.84
130.54
130.54
553.16
148.65

1

5.71 - - 10.03 - - 4.24_
2293.70
0.88
14422.6
5540.2
13870.0
149.81
106.04
39.48
2.26
0.54
1.42
2.30
8.13
22.70
4.06
4.13
0.55
0.40
1.73
~

not be b_alanced within t~e specified n~mber of iterations. The
for the water surface and continued on with the calculations.

The energy loss was grea ter than 1.0 ft (0.3 m). between the current and previous_cross section.
This may indicate th~" nee d for additional cross sections.

During the st~~dard step iterations, when the assumed w~ter surface w_as set equal to critical
depth, the calcula!~d w~~ er surface came back be~?w c~tical ~~e!_~'!his ind~~-ates that there is
----·..
1not a valrd subcrrtrc_al ans~~The program defaulted to critical depth .
L_
---,·----~
yvarning:

-

-

-

Plan· Plan 01

Wash B

~G. Elev (ft)

I

Vel Head (11)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (f1/ft)
Q Total (cfs)

Top Width (ft)
Vel Total (f11s)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frein Loss (ft)
C & E Loss (ft)

2 AS· 5

Profile· PF 1
..
3613.91 Element
0.97 Wt. n-Val.
3612.94 Reach Len. (ft)
3612.94 Flow Area (sq ft)
0.014319 Area (sq ft)
3378.00 Flow (cfs)
225.91 Top Width (ft)
7.90 Avg. Vel. (f1/s)
3.34 Hydr. Depth (ft)
28230.0 Conv. (cfs)
152.20 Wetted Per. (ft)
3609.60 Shear (lb/sq ft)
1.00 Stream Power (lb/ft s)
1.99 Cum Volume (acre-ft)
0.01 Cum SA (acres)

Left OB

Channel

Right OB

0.035
144.72

0.035
149.86
224.83
224.83
1821.43
110.90
8.10
2.03
15221.7
111.65
1.80
14.58
3.56
1.52

0.035
155.12
202.52
202.52
1556.17
113.46
7.68
1.79
13004.9
115.10
1.57
12.09
3.65
2.58

0.26
0.26
0.40
1.55
1.53
0.17
3.4
1.59
0.15
0.23
0.24
0.27

Errors Warnings and Notes

...

Warning;

The energy equation could not be balanced within the specified number of iterations. The

..
-

Warning;

Divided flow computed for this cross-section.

program used critical depth for t~e ~ater surface and continued on with the calculations.
Warning:

Warning:

not a valid subcritical answer. The

-

Crit W.S. (ft)

-

..
•

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is

Plan· Plan 01

-

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections .

Wash B

E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
E.G. Slope (f1/ft)
Q Total (cfs)

Top Width (ft)
Vel Total (f1/s)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frein Loss (ft)
C & E Loss (ft)

2 RS· 4

3611.25
0.94
3610.32
3610.32
0.012039
3378.00
259.12
'7.62
3.93
30787.1
106.95
3606.38
1.04
1.43

defaulted to critical depth.

Profile· PF 1
Element

Left OB

Channel

Wt.n-Val.

0.060
123.94
2.59
2.59
3.69
6.80
1.42
0.38
33.6
6.84
0.28
0.41
0.24

0.035
110.73
100_,1()_
211.64
229.03
---229.03
211.64
·--c-1921.52
1452.80
94.01
158.31
-8.39
6.86
. 1.34
2.44
17512.7
13240.8
94.75
160.08
1.82
0.99
15.24 .
6.82.
2.78
2.921

Reach Len. (ft)
Flow Area (sq_ft)

I

Area (sq ft)

I

L

Flow (cfs)

I

Top Width (ft)
Avg. Vel. (f1/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)

..J__..---2:Qt_,_c;um SA (acres) __ __1__0.26

Errors Warnings and Notes
Warning:

progr~m

·-

Right OB

o.o37

1_ _ .__1_27

The energy equation could no! be balanced within the specified number of

~---

2,10

I

---::c----,
ita!aliens. The

program used critical depth for the water surface and continued on with the cal culatio1n "s"".------1
Warning:

The energy Joss was greater than 1.0 tt (0.3

':!1)- between the current and previ ous cross section.

b.--·- - -

This may indicate the need for additional cross sections.
··--·------ ·-----·
.
.
~~arning; __ Durin_g the_ standard ~!.~.EJ!era~!ons, wh~n the assumed water s~rface was se~ equal to critical

L

depth, the calculated water surface came back below critical depth. This indic ates that
-·--- --·-----.
- ----·
- · - - - - . - - ..
no!~ valie!_ subcr~tical an~wer. Th~erowam defaulted to critical_dept_h_.- - ·

1

the~

...

-

..
-

..

-

..
..

..

-

Plan· Plan 01

Wash 8

2 Rs· 3

E.G. Elev (ft)

3609.21

Vel Head (ft)

1.01

Profile· PF 1

Element

-~~-~-

W.S. Elev (ft)

3608.20 , Reach_ Len. (It)

Grit W.S. (ft)

3608.20

E.G. Slope (ft!ft)

0.014989

Channel

Left 08

Wt. n-Val.

--

141.32

Right08

0.035

0.035

135.43

124.65
.131.48

Flow Area (sq It)

289.65

Area (sq It)

289.65

131.48

2423.09

954.9t

a Total (cfs)

3378.00

Top Width (ft)

219.04

Top Width (ft)

140.27

78.77

Vel Total (fVs)

8.02

Avg. Vel. (fVs)

8.37

Max Chi Dpth (ft)

3.68

Hydr. Depth (ft)

2.06

7.26
. 1.67

Conv. Total (cfs)

27591.8

19792.0

7799.8

141.86

79.60

Length Wtd. (ft)

131.17

Min Ch El (ft)

3604.52

Alpha

Flow (cfs)

Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)

1.91

1.55

15.98

11.23

1.01

Stream Power (lblft s)

Frein Loss (ft)

1.6t

Cum Volume (acre-ft)

0.23

2.12

2.52

C & E Loss (ft)

0.01

Cum SA (acres)

0.25

0.87

1.83

Errors Warnings and Notes

Warning:

The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water suriace and continued on with the calculations.
Divided flow computed for this cross-section.

Warning:

IThe energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

!Warning:

-=-~

This may indicate the need for additional cross sections.
Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

Wash 8

2 RS· 2

E.G. Elev (ft)

3607.07

Vel Head (ft)

0.98

W.S. Elev (ft)

3606.09
3606.09

Grit W.S. (ft)
E.G. Slope (fVft)

0.010267

Profile· PF 1
Element

Wt. n·Val.
Reach Len. (ft)

Left 08

Channel

Right 08

0.043

O.D35

0.041

139.23

146.50

166.81

165.48

304.56

Flow Area (sq ft)

7.39

Area (sq ft)

7.39

165.48
304.56
1631.1or----172s:i6

a Total (cfs)

3378.00

Flow (cfs)

21.74'

Top Width (ft)

248.40

Top Width (ft)

11.00

47.05

190.35

Vel Total (ftls)

7.08

Avg. Vel. (ftls)

2.94

9.86

5.66

Max Chi Dpth (ft)

4.49

Hydr. Depth (ft)

0.67

3.52

1.60

Conv. Total (cfs)

33338.1

Conv. (cfs)

214.5

16097.7

17025.9

156.26

Wetted Per. (ft)

11.10

47.71

191.51

3601.60

Shear (lb/sq ft)

0.43

2.22

1.02

1.27 _Stream Po~er (Jb/ft s)
Cum Volume (acre-ft)

1.25

21.91

5.77

1.41

1.90

Length Wtd. (ft)
Min Ch El (ft)
Alpha

-1.71

Frein Loss (ft)
C & E Loss (ft)

__

~!JS.Sum SA (acres)

0.22 1
0.23

0.58

1.44

-~

Errors Warnings and Notes
§!ning·

!The energy equation co-~ld not be balanced within the specifi~d number of iterations. The
program used critical depth for the water surface and continued on with the calculations,c·-----j

Warning:

The energy loss was great er than_1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the

~eed

for additional cross sections.

~Warn~~JE__~unng the standard ste~ratio~-s. ~-h~;l the a~sumed water su-~~~~t_equal 1<?-~riticai _
~ ___

-+dep~~e calculated_water_su~ace came ba_~_k below critical depth~ This indica~-~ that there is

L. --~~a valid subcritical ans~er. __!he p~gra~defaulted to critical depth.

____J

I

~-------~

-

Plan· Plan 01

-

-

0.82
3603.46
3603.46
O.D11658
3378.00
319.93
6.60
3.46
31285.8
142.30
3600.00
1.22
1.87
0.07

Top Width (n)
Vel Total (ft/s)
Max Chi Dpth (n)
Conv. Total (cfs)
Length Wtd. (n)
MinCh El (n)
Alpha
Frctn Loss (n)
C & E Loss (n)

•

Channell

0.060~-

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)

I

Flow (cfs)
Top Width (n)
Avg. Vel. (fVs)
Hydr. Depth (n)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lblft s)

221.98
281)
2.81
4.26
6.51
1.52
0.43
39.5
6.56
. 0.31
0.47
0.21
0.20

Cum Volume (acre-ft)

Cum SA (acres)

0.0~-

180.43 ·,
212.35 .
212.35.
1841.83 il
81.o7
8.67

1
i

2.62 I
17058.4 1
81.58 ;
1.89
16.43
0.78;
0.36
1
'

Right OB

0.040
102.77
296.53
296.53
1531.90
232.36
5.17
1.28
14187.9
232.64
0.93
4.79
0.75
0.63

!

!Warning:

!

1

energy equation could not be

bal~nced within the ~pecified number of iterations.

j The

i program selected the water surface that had the least ~mount of error b~tween computed and
assumed values.

The

----·-

The energy Joss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

I This

may indicate the need for additional cros::;sccso:e:::ccctio,,n"'s'---c---------~--:---;

Warning:--+1D=ur:::in"'g-'t:.Ch":ce:::s:::tae'n::d:::ard=sc.te:::p·"·",tec:r:::at'C:ioe'n:-:s:_:,w:-:h:ce"n:_:tch·:::e::.ac:ss:::u:::m:.:e_:d--:w:::a,..te.,r-:s,-,u"'rt"-ac'ce'-w=as=se"'t:-:eo::q:--u"al:::t::-o"c"rito:-ica"-'1"---j

Idepth, the calculated water surface came back below critical depth.
I not

Plan· Plan 01

Wash B

W.S. Elev (ft)
, Grit w.s. (n)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
i

This ind'1cates that there is

a valid subcritical answer. The program defaulted to critical depth.

E.G. Elev (ft)
Vel Head (ft)

2 AS· 0 Profile· PF 1
3602.32 Element
0.61 Wt. n·Vaf.
3601.71 Reach Len. (ft)
3601.71 Flow Area (sq ft)
0.014908 Area (sq ft)
---'
3378.00 Flow (cfs)
472.50 Top Width (ft)
5.85 Avg. Vel. (fVs)
1. 71 Hydr. Depth (ft)
27666.5 Conv. (cfs)
Wetted Per. (ft)
3600.00 Shear (lb/sq ft)
1.14 Stream Power (I bitt s)

I

Alpha
Frctn Loss (ft)
C & E Loss (ft)

Left OB
0.060

Channel(

77.97
77.97
248.05
72.21
3.18
1.08
2031.6
72.24
1.00
3.20

~:~:~

0.035

Right OB

0.035

336.21
336.21
1209.43
1920.52
-----95.08
305.21
7.42
5.71
1. 71 I
1.10
15729.4
9905.5
95.08
305.22
1.03
1.59 •
11.84
5.86

-------··-

Cum Volume (acre·ft)

~m SA (acr~~j___ __
Wash C

I E.G. Elev (ft)
I Vel Head (ft)

LW.S. Elev (ft)
I Grit W.S. (ft)
LE.G. Slope (ft/ft)

I Top Width (ft)

•

·--=r-t.;tt0sT

·

1 Q Total.(cfs)

•

Element

Wt.n-Val.

Errors Warnings and Notes

Plan· Plan 01

•

Profile· PF 1

[Warning:

-

Vel Head (n)
w.s. Elev (n)
Grit w.s. (n)

-

2 AS· 1

3604.29

E.G. Slope (ftln)
Q Total (cfs)

-

-

Wash B

E.G. Elev (n)

1 Rs· 10

Profile· PF 1

--

3652.16 Element
0.59 Wt. n-Val
3651.57 Reach Le
3651.57 ~~Are
-~0.013939 ~e_(jjsq

544.00
77.92

Flow (cfs

Top Widt

Vel Total (fVs)
6.03 fAvg. VeL
_!.1ax_
Chi
Dpth_(ft)__
_
_
__}-~~"--Hyde
De
1

___L _ _ _ : _ - - - - - - - - - - - - '

- - - - - , - - - - · - , - - - - - - - , - - ,- - Left OB
Channel)
Right 08

0.060

0.035

0.035

-

-

-

-

-

-

•

Plan· Plan 01

•

Profile· PF 1 (Continued)
Conv. (cfs)

0.9

3038.9

1567.7

Length Wtd. (ft)

193.07

Wetted Per. (fl)

1.15

35.50

42.28

3649.60

Shear (lblsq ft)

0.11

1.33

0.74

Stream Power (Jb/ft s)

0.08

8.80

3.81

MinCh El (ft)
Alpha

1.05

Frctn loss (ft)

2.48

Cum Volume (acre-ft)

0.20

2.97

0.42

C & E loss (ft)

0.01

Cum SA (acres)

0.25

0.90

0.18

Errors Warnings and Notes
Warning:

The energy equation could not be balanced within the specified number of iterations. The

Warning:

program used critical depth for the water surface and continued on with the calculations.
Divided flow computed for this cross-section.

Warning:

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

This may indicate the need for additional cross sections.

Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water suriace came back below critical depth. This indicates that there is
not a valid subcriticaf answer. The program defaulted to critical depth.

Plan· Plan 01

Wash C

1 RS· 9

E.G. Elev (ft)

3647.35

Profile· PF 1

Element

Left 08

Channel

Right 08

rV~ei~H~e=a~d~(~ft)~--~--~~0~·~7_4_~W~t~·~n-~V~a~l.~~------t---~0~.0,6,~0i-__ ~0~.~03~5~---·0.060j
W.S. Elev (ft)

3646.61

Reach Len. (ft)

170.96

154.16

~

Crit W.S. (ft)

3646.50

Flow Area (sq ft)

1.11

78.44

0.88

Area (sq ft)
Flow (cfs)

1-'.~11+_-:c7-'8-'.4:c:4+----'0-'.8"-8:-1

1.21

541.50

1.29

Top Width (ft)

4.27

42.66

1.99

Avg. Vel. (fVs)
Hydr. Depth (ft)

1.09
0.26

6.90

1.47

1.84

0.44

4961.8

11.8

E.G. Slope (fVft)
Q Total (cfs)

0.01191 0
544.00

Top Width (ft)

48.92

f-V~e"'I-'T~o=ta'-1(-cfV:.:s,_)~---1-----'6"'.76
Max Chi Dpth (ft)
2.01

Conv. Total (cfs)

4984.7

f-='le:cn"'g"-th'-'Wcct=d,_.("'ft,__)-+---=-'-15"-"4.16
MinCh El (ft)
3644.60
Alpha

1.04

Conv. (cfs)

11.1

Wetled Per. (ft)
Shear (,-lb_..lso::q._.ft.,_)_____

4.30
0.19

Stream Power (lblft s)

0.2-:c1i-----:9~.3::-4.~----·cc0-:.4-:-C4I

+-___

-~ 1---_2.19
1.35
0.30

f-=Fr"'c"tn"L~o-s-s-=(ft:-:)----+------1.cc9:-:7+C'~u-em.=:-:V--ol'u.e-mc_e~(-'a"'cre·ft4-. 0.20
2.68~
0.34 I
L....C-'&'-E~L~o_ss__(~ft~)--~_____o_.o__5~Cc..-um~S--A_(~a--c__re_s~)___ ___L __o_.2_4_1lL.
..____
o_.73j__~_
0.09 .
Errors Warnings and Notes
Warning:

.

The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for
additional cross sections.

Warning:

The energy Joss was gre~~er than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.

Plan· Plan 01

Wash C

1 AS· 8

Profile· PF 1

~Chan~_!"ght 08 1

E.G. Elev (ft)

3645.33 r"'ement

Left OB

Vel Head (ft)
W.S. Elev (ft)

1.24
3644.08

0.03~-,-0.060
157:66 ·--18"6:52 .

Crit W.S. (ft)
E.G. Slope (fVft)
Total (cfs)

Top Width (ft)
Vel Total (fVs)
Max Chi Dpth (ft)
Conv. Total (cfs)

•

1 RS· 10
4607.6

Q

•

Wash C

Conv. Total (cfs)

3644.08
0.013802
544.00
26.56
8 87

Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)

0.30

Area (sq ft)

0.30

60.70

Flow (cfs)

0.34

Top Width (ft)
Avg. Vel. (fVs)

1 2u=
1 11

·

Conv (cfs)

2

tt

0.32

60.70

0.32

543.32

0.34

24.05
8 95

1.31
1 08

j

0 24

I

48~ydr. Depth (ft) ~o 25 -~ 2 5~---

3
4630 5

0.060 ',

211.941

4624.7

~9

Length Wtd. (ft) _____ ~~_1_ Wetl.ed Per. ~t.)
___ __1_3~ _ 2.5 25t_
1.39
~inCh El (ft) ____
3640.60~hear (lblsq_ft) ______ __l_ ___ 0 20 .L
-· 2.07 __ . 0 20

-

-

-

-

-

-

-

.

Plan: Plan 01
Alpha

Wash C

Stream Power (lb/ft s)

0.22

18.54

0.21

Frctn Loss (ft)

2.36

Cum Volume (acre·ft)

0.19

2.43

0.34

C & E Loss (It)

0.08

0.23

0.61

0.08

Warning:

The energy equation could not be balanced within the specified number of iterations. The
program selected the water surface that had the least amount of error between computed and

assumed values.
Warning:

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.

Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

Wash C

1 AS· 7

E.G. Elev (ft)

3642.48

Vel Head (ft)

0.97

W.S. Elev (ft)

3641.51

Crit W.S. (ft)

Profile· PF 1
Element
Wt.n-Val.
Reach Len. (ft)

3641.51
0.011663

E.G. Slope (fVft)
Q Total (cis)

544.00

Top Width (ft)

Left 08

Channel

0.060

0.035

0.060

150.57

191.51

153.55
0.84

Flow Area (sq ft)

10.62

65.66

Area (sq It)

10.62

65.66

Flow (cis)

16.36

526.40

24.24

27.52

53.60 ' Top Width (ft)

Right 08

f-- 0~~

1.23
1-SJ

-~

Vel Total (fVs)

7.05

Avg. Vel. (tvs)

1.54

8.02

1.47

Max Chi Dpth (ft)

2.91

Hydr. Depth (ft)

0.44

2.39

0.46

Conv. Total (cis)

5037.3

Conv. (cis)

151.5

4874.4

11.4

Length Wtd. (ft)

190.69

Wetted Per. (ft)

24.26

28.40

2.05

3638.60

Shear (lb/sq ft)

0.32

1.68

0.30

Stream Power (lblft s)

0.49

13.50

0.44

Min Ch El (ft)
Alpha

1.25

Frctn Loss (ft)

2.36 , Cum Volume (acre_:ftl_

0.17

2.16

0.34

C & E Loss (It)

O.D1

0.18

0.50

0.07

I Cum SA (acres)

Errors Warnings and Notes
Warning:

·------·
The energy equation could not be balanced within the specified number of iterations. The
.

program used critical depth for
Warning:

·--------

.

t~e wat~~ surfac~

The energy loss was greater than_l.O ft (0.3 m).

and continued on with the calculations.

be!We~n

the current and previous cross section.

This may indicate the need for additi_onal cross sectio.ns.
Warning:

During the standard step iterati?ns, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.
Wash C

1 AS· 6

E.G. Elev (ft)

3639.53
3638.42
3638.42
0.013124

Crit W.S. (It)
E.G. Slope (fVft)
Q Total (cis)

544.00

Top Width (ft)

Conv. Total (cis)
f':engthWtd.(ft)

-·-

I Flow (cis)

33 ~~ W1dth (ft)
1 Avg. Vel (IVs)
2 82j Hydr. Depth (ft) _

-

~-

4748 6

I Conv. (cis)

f-l..

Reach Len. (It)
Flow Area (sq ft)
I Area (sq;;}""____
1

-----s2o

Vel Total (fVsL___
Max Chi Dpth (It)

Profile· PF 1

I Element

1.11_jWt. n-Val.

W.S. Elev (ft)

•

Cum SA (acres)

Errors Warnings and Notes

Vel Head (It)

•

Profile· PF 1 (Continued)

1.02

Plan· Plan 01

•

1 AS· 8

J

Channel

0.060

0.035

0.060

13_().09
0.17
. 0.17

130.14

~~

63.50

2.69

63.5_D_ _ _ 2.69
539.47
4.37

0.16

26 54

0 74

----t

6.15

62

o95

8 50
1
0 2:i --239--·-··044

_ _1 4

_ _1_30.14J.'tlettedPer (ft)_ _ _ _ _

_Min _c;tl__IOI_!_fiL.. _____ 363_5_60 , Shear (lb/sq_ft) _ _ __1

Right 08

Left 08

4709 1

olli-

__o_ 16

38 1

27.50 _ _ 620

__
1 s_g_J __ 0 _3~

-

-

-

-

•

Plan· Plan 01

Wash C

1 RS· 6

Profile· PF 1 (Continued)

Alpha

1.07

Stream Power (lb/ft s)

0.15

16.07

Frctn Loss (ft)

1.65

Cum Volume (acre-ft)

0.15

1.88

0.33

C & E Loss (ft)

0.02

Cum SA (acres)

0.14

0.38

0.06

•

--

Errors Warnings and Notes

Warning:

The energy equation could not be balanced within the specified number of iterations. The

program used critical depth for the water surface and continued on with the calculations.

Warning:

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.

Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

Wash C

1 AS· 5

E.G. Elev (ft)

3637.63

Vel Head (ft)

1.32

W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)

Element
Wt. n-Val.

Left OB

Channel

0.060

0.035

Right OB
0.060

153.03

144.35

134.75
3.08

3636.32

Reach Len. (ft)

3636.32

Flow Area (sq ft)

3.60

56.59

Area (sq ft)

3.60

56.59

3.08

Flow (cfs)

8.58

528.34

7.08
3.56

0.012186

Q Total (cfs)

Profile· PF 1

544.00

Top Width (ft)

27.22

Top Width (ft)

4.05

19.61

Vel Total (fVs)

8.60

Avg. Vel. (fVs)

2.39

9.34

2.30

Max Chi Dpth (ft)

3.36

Hydr. Depth (ft)

0.89

2.89

0.87

Conv. Total (cfs)

4927.9

Conv. (cfs)

77.8

4786.0

64.1

Length Wtd. (ft)

144.36

Wetted Per. (ft)

4.41

20.13

4.00

3632.96

Shear (lb/sq ft)

0.62

2.14

0.59

Min Ch El (ft)
Alpha

1.15

Stream Power (lblft s)

1.48

19.97

1.35

Frctn Loss (ft)

1.90

Cum Volume (acre-ft)

0.15

1.70

0.32

C & E Loss (ft)

0.04

Cum SA (acres)

0.13

0.31

0.05

Errors Warnings and Notes
!warning:

t=

Iwarning:

-

-

iThe energy equation could not be balanced within the specified number of iterations.

The

\program selected the water surface that had. the least 8.mount of error between computed and

Iassumed values.

The energy loss was greater than 1.0 ft (0.3

~).between

the current and previous cross section.

This may indicate the need for additional cross sections.
Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

Wash C

1 AS· 4

Profile· PF 1

------+- ccLe:cft~O.ccB+---=Cc.:h=:anc::nc.:ec-1f-~Rc;ig"'h"t"'O~B

E.G. Elev (ft)
Vel Head (ft)

3635.54
1.19

Eleme::_n::_t
Wt. n-Val.

_o_.0~6_0-t-____
0._0_35
__J__. _ _ _0_.0_6_0

W.S. Elev (ft)
Crit W.S. (ft)

3634.34
3634.34

Reach Len. (ft)
Flow Area (sq ft)

_1c:3c:4cc.3-"6+-_1,5c0.521
62.05~0.29

1-E':'.-::G-'-.~Sic::oc_pec.'C(ft!'-'ft"-)-+-'0~.014265
Q Total (cfs)
544.00
Top Width (ft)

28.31

Area (sq ft)
Flow (cfs)
Top Width (ft)

1-V_e_I_T:'-ot_a~l(~fV_s~)--1----8-~~g Vel. (fVs)

0.29
0.24

62.05
543.70

1.91

25.85

+=..

=R

1-M="a"'x'-C'"h::CI-=D.o:.P.c.th"("'ft)'-+----cc--'3-'-7-'4-FH"'y'-'d"r._,Dcce.o:.pc::th'-'("'ft)'Conv. Total (cfs)
4554 7 Conv (cfs)

•

0.58

_

0.83 !-----~~

1S7.85
0.08
0.08
0.05
0.55

___(l_E._

_ -~1t_ 2.40
20
4552 3

1-L""e"n"'g"th:_W,._..tdo.·.o:(ft::.-)_-+---'-15=:0=14.:_ Wetted Per Jf1L
__ _1_93
Min (;_11_101 (ft).
__ 3630 60 She<lf (lb/sg_ft)_ _ _ _ _ _ _()_13

0.14
05

_E_ 32 ·f--.
2 02

0 62
___ _()_1_1_

...

-

-

-

-

-

-

Plan· Plan 01

Wash C

1 RS· 4

Profile· PF 1 (Continued)

~Stream Power (lb/ft s)

Alpha

1.01

Frein Loss (ft)

1. 77 i_ Cum Volume (acre-ft)

C & E Loss (ft)

0.06

I Cum SA (acres)

I

17.72

0.08

0.14!

1.50

0.32

0.24

0.04

o.11

___
0.12L_

Errors Warnings and Notes

The energy equation could not be balanced within the specified number of iterations. The

Warning:

program used critical depth for the water surface and continued on with the calculations.
The energy loss was greater than 1.0 tt (0.3 m). between the current and previous cross section.

Warning:

This may indicate the need for additional cross sections.
Warning:

During the standard step iterations, when the assumed water surface was set equal to critical

depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer.
Plan· Plan 01

Wash C

1 RS· 3

E.G. Elev (ft)

3633.32

Vel Head (It)

0.99

W.S. Elev (ft)

3632.34

Grit W.S. (ft)

program defaulted to critical depth.

Profile· PF 1
Element

Left OB

WI. n-Val.

0.060

0.035

0.060

157.22

150.87

134.90
2.12

Reach Len. (It)

3632.34
0.009895

E.G. Slope (fVft)

Th~

Channel

RightOB

Flow Area (sq ft)

15.79

62.64

Area (sq ft)

15.79

62.64

2.12

Flow (cfs)

26.74

513.57

3.69

Q Total (cfs)

544.00

Top Width (ft)

52.91

Top Width (ft)

27.67

22.32

Vel Total (fVs)

6.75

Avg. Vel. (fVs)

1.69

8.20

1.74

Max Chi Dpth (ft)

3.73

Hydr. Depth (ft)

0.57

2.81

0.72

Conv. Total (cfs)

5468.7

Conv. (cfs)

268.8

5162.8

37.1

Length Wid. (ft)

150.93

Wetted Per. (ft)

27.72

23.16

3628.60

Shear (lb/sq ft)

0.35

1.67

3~~

13.70

MinCh El (ft)

2.92.

0.37

Alpha

1.39

Stream Power (lb/ft s)

0.60

Frein Loss (ft)

0.75

Cum Volume (acre-ft)

0.12

1.29

0.31

C & E Loss (ft)

0.16

Cum SA (acres)

0.08

0.15

0.03

0.64

Errors Warnings and Notes
The energy equati~n could-not b~ balanced within th~ spec_ified number of iter~lions. The

'Warning:

program used critical depth for the 11.1ater surface and continued on with the
~arning:

The velocity head has changed by

mar~

---

<:~lculations.

than 0:5 ft (0.15 m). This may indicate the need for

additional cross sections.
Warning:

The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.

Warning:

The energy loss was greater than 1.0 tt (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
~uring

~Warning:

.

the standard step iterat_ions, when the assumed water

surf~~e

was_ set

eq~al

to critical

:depth, the calculated water surface came back below critical depth. This indicates that there is

L_. J

not a valid subcritical

Plan· Plan 01 Wash C
E.G. Elev (It)
Vel Head (ft)
W.S. Elev (ft)
Grit W.S. (ft)
~,G. Slope (fVfl)

answ~~-

The

~rogr~m defaulted to critical __d~pth.

____ - - - · - - - - -

1 RS· 2 f>_ro_fil_e·_P_F1 ______ r_c-c-c-r --cc--~-c--c---::-c"l
3631.15 Element
Left OB
Channel
Right OB
0.47
3630.69

Wt. n-Val.

----~--~~-

0.060

0.035

Rea.~chc.=Le=:nc:·..'(ft'-')'-----+---'1-=2c.7:::.3-=8+-"12=2=.50 .._4 __1l8.47

Flow Area (sq ft)
··-f----..3:.~c-~-72_f---. 2.92
0 002980 • Area (sq fl) ____
2 14 _ _97 77 _ ~3_

5'-:4'"'4~0:-:-0

~-=1=~ 37

Q Total('-'c-'fsc':)c-__1__
TopWidth(ft)
3009

Flow (cfs)
TopW•dth{tt)___

Vel Total (fV_s)

5 29

Avg Vel (fVs)

1.111

5 50

4 09

Hydr. Depthjft)=_

111T-=:__

3__82

J.l~x Chi Dpth (fl)

0.060

_

538 02

3.61

192[-~60 -~57
1 23

c::__- _1.14

-

-

-

Plan· Plan 01

-

-

..
..
..
.
.

Profile· PF 1 (Continued)

i Conv. (cfs)

43.4

9856.6

Length Wtd. (ft)

t 22.53 1 Wetted Per. (ft)

2.89

26.72

3.35

i Shear (lb/sq ft)

O.t4

0.68

O.t6

O.t5
·0.08

3.75

0.20

1.01

0.31

0.02

0.07

0.02

Min Ch El (ft)

3626.60

Alpha

1.07

! Stream Power {lb/ft s)

Frein Loss (ft)

0.16

1

C & E Loss (ft)

0.09

I Cum SA (acres)

Cum Volume (acre-ft)

The conveyance ratio (upstream conveyance divided

66.t

by downstream conveyance) is less than

0.7 or greater than 1.4. This may ~~dicate the need for additional cross sections.

Plan· Plan 01

Wash C

1 RS· 1

E.G. Elev (ft)

3630.91

Vel Head (ft)

0.17

W.S. Elev (ft)

3630.74

Profile· PF 1
Element

Wt. n-Val.
1

Grit W.S. (It)
E.G. Slope (fVft)
Q Total (cfs)

Top Width (ft)
Vel Total (fVs)

Channel

0.060

0.035

0.060

142.96

142.96

142.96

-

Reach Len. (ft)

Right OB

Flow Area (sq ft)

26.16

139.01

31.00

26.16

139.01

31.00

Flow (cfs)

24.40

487.95

31.65

Top Width (ft)

15.00

25.15

15.61

2.77 : Avg. Vel. (fVs)

0.93

3.51

___1.02 i

1.74
909.1

5.53
18181.0

1179.3

544.00
55.76
6.06

Conv. Total (cfs)

20269.4

Length Wtd. (It)

Left OB

Area (sq ft)

0.000720

Max Chi Dpth (It)

!

Hydr. Depth (It)
i

Conv. (cfs)

142.96 ' Wetted Per. (It)

r--

1.99

15.74

25.71

16.28

O.Q7

0.24

0.09

Alpha

l Shear (lb/sq It)
1.45 I Stream Power (lbift s)

O.Q7

0.85

0.09

Frctn Loss (It)

0.71 I Cum Volume (acre-It)

0.04

0.68

0.26

C & E Loss (ft)

0.11

Min Ch El (It)

-

1 AS· 2
9966.t

-

-

Wash C

Conv. Total (cfs)

3624.67

! Cum SA (acres)

NewTuc30
.06

3672

-+-

Plan: Plan 02

+-

3/22/2006

XS23

.02 - -

>*'1(!---- .06 - -

.02 --~E--- .06 .__,
Legend
EG PF 1
WS PF 1
Crit PF 1
Ground

•

Bank Sta

3671

3670

g
c:

.Q

iii
~

3669

[jj

3668

3667

3666+--....----,--~,-

0

50

100

-~-

150

200
Station (It)

r - - ·" ' - - - - . - - - - . - - . . , . . . - - - - ,

250

300

350

400

NewTuc30

Plan: Plan 02

3/22/2006

---+- --+--

'tj

XS22

3668

~----- .o6

.035

.o6 - - - 1

6

1

~

2J
~
··-··································································-··········-···································································4

Legend

EG PF 1
WS PF 1
Grit PF 1
Ground

•

Bank Sta

3667

J

3666

c:
.Q

iii

3665

>

Ql

[jJ

3664

3663

3662

1---r---r---r-~-.----,---,.

0

100

,-----y- - - r

300

200
Station (It)

400

500

NewTuc30
i'E--- -

3664

.06

-----'+--

Plan: Plan 02

3/22/2006

XS21
1
.035 --~1 : - - - .06 ---~)11 ((-_02 - -1- .06 __j

I

Legend

EG PF 1
WS PF 1

'el

Q

Crit PF 1

t

Ground

···--··-··-----·-··--·----------------···----···-···-·-·----------··----·-·-----··------------··-----------------------·--------·---~-------------------·

Ineff

•

3663

Bank Sta

j

1
3662

c

.Q

~

3661

(ll

iii

3660

3659

3658 +--~-~-

0

-

---r---r---r----.--,---,---· --,--...---,-----..--,--.--~--.-,...--~--r-.---,

100

200

300
Station (It)

400

500

NewTuc30

Plan: Plan 02

3/22/2006

XS20
.06 -

3658

- + - .035 -f.o~- .035
Legend

EG PF 1
WS PF 1

Crit PF 1
Ground

•

Bank Sta

3657

3656

c

.Q

~
w

3655

3654

3653

3652 +-~~~--~~~~-.--~~~r-~--~-.-.~~~--~~~--~~~-..

0

100

200

300

400
Station (ft)

500

600

700

NewTuc30
.06 -

3654

--+!+- .02

+

Plan: Plan 02

3/22/2006

XS19
.06 -

>+-.035

·~-------.06 ------~)1
Legend
EG PF 1
WS PF 1
Crit PF 1
Ground

•

Bank Sta

3653

3652

g
c:

.Q

co>

365 1

Q)

w

3650

3649

3648-i---,...----,--,---,--,--.....-~- ~

0

100

200

300
Station (It)

400

500

NewTuc30

Plan: Plan 02

3/22/2006

XS18
3652

~-- .06 _ _._
I .02

1
·>+
1

<- - .035 - -+:- - --

- - - .06 -------~
Legend
EG PF 1
WSPF1

Crit PF 1

·······---·-··························-·························································································································--·······················

Ground

•

3651

Bank Sta

3650

3649

c

.Q

~

(I)

[jj

3648

3647

3646

3645 +-~~-~~--.~-~--~-.--~~~-.~-~~~---~~~~-.

0

100

200

300
Station (It)

400

500

NewTuc30

Plan: Plan 02

3/22/2006

XS17

.06 - -')-<(_02,4.__ .035 -~-------- .06 ------~

3649

Legend
EG PF 1
WS PF 1
Crit PF 1
Ground

•

Bank Sta

3648

3647

g
c:
.Q

~Q)

3646

iii

3645

3644

3643 +-~~~~--~------ -~~~--~~~--.~~-~r-.-~~~~~

0

100

200

300
Station (It)

400

500

600

NewTuc30

Plan: Plan 02

3/22/2006

XS16
3646

lof.----- .06 - - - + .o2J - .035 -+;-------- .o6 -------~
Legend
EG PF 1
WS PF 1

Grit PF 1
Ground

•

Bank Sta

3645

3644

g
c:
0

~CD

3643

w

3642

3641

3640 +-~~~--,~~~--.-~~~~--~~~-,-,~~·-.-~.-~~~~.

0

100

200

300

Station (It)

400

500

600

NewTuc30

Plan : Plan 02

+-- - +'-------

3/22/2006

XS15

- - .06 - + .02

3642

.035

.06 ------~
Legend
EG PF 1
W S PF 1
C rit PF 1
Ground

•

Bank Sta

3641

3640

g
c:

.Q
(ij

3639

>
Q)

iii

3638

3637

3636 +-~~·-~-~--------,-·~~--T--~--~--~~~--.-~~~~~~

0

100

200

300
Station (It)

400

500

NewTuc30

Plan: Plan 02

3/22/2006

XS14
3638

IE--------.06 --------~
~
- - - - .02 -----~

·I

0
6

Legend
EG PF 1
WS PF 1
Crit PF 1
Ground

•

Bank Sta

3637

3636

c

.Q

~

3635

Q)

[iJ

3634

3633

3632-t---.--.--,...-------r
0
50

100

150
Station (It)

200

250

300

NewTuc30

Plan: Plan 02

3/22/2006

XS13
3636

1<- - - - - - - - .06 - - - -- -----c:>i<
l - - - - .035 - - - - - ;* .06 -j
1
I

Legend

EG PF 1
WS PF 1
Crit PF 1

Ground

•

3635

Bank Sta

3634

3633

g
c:
.Q

co>

CD

iD

3632

3631

3630

3629 +-~~-~----.-~~-~~-r~-~~~~-~-~~-~--~~~~-r-.

0

50

100

150
Station (It)

200

250

NewTuc30
.06

3634

Plan: Plan 02

---------o+c---

3/22/2006

XS12
.035 -------'»)!<
1<---------- .06 -------;~

r-:L_e_g-en- d.,.......,
EG PF 1
WS PF 1

Crit PF 1

3633

Ground

•

Bank Sta

3632

3631

g
c

.Q

~
Q)

3630

[j

3629

3628

3627

3626 +-~---~----~--.-----~-----~--~---~~----~--.-~,--~--~~--·

0

50

100
Station (ft)

150

200

NewTuc30
OB>B>k1<-

3631

- - .035

----;+---

Plan: Plan 02

3/22/2006

XS11
.06-- + - - - .035 --~E-------.06 ---~)1
Legend
EG PF 1
WS PF 1
Grit PF 1

3630

Ground

•

Bank Sta

3629

3628

c:

.Q

~

3627

Q)

[iJ

3626

3625

3624

3623 +-~~~~-.~~-~-~.-~~--~-.-~~~~--~~~-~.-~~--~~

0

50

100

150
Station (It)

200

250

300

NewTuc30

Plan: Plan 02

3/22/2006

XS10
.06 -tE----- - - - - - - --

3632

.o6--i

.035

Legend
EG PF 1
WS PF 1
C rit PF 1
Ground

•

Bank Sta

3630

3628

g
c:

.Q

~
iiJ

3626

3624

3622

3620 +--~-.--~-.--~-.--~-.--~-.--~-.--~-.--~-·

0

20

40

60

80
Station (It)

100

120

140

160

NewTuc30

Plan: Plan 02

3/22/2006

XS9

3626

.06>+-E:( - - - - .035 ---~o!of------- .06 ------~
Legend

EG

PF 1

WS PF 1
• -••••••••o•o.••••••••ooooouo.o••••••••••••U 0 ••••••••••••h •• ••••••••••••••n••••••••••••••••• ••••••••••ooououooooooooooooooooooooooo•••••-••••••

Crit PF 1

3625

Ground

•

Bank Sta

3624

3623

c

.Q

~Ql

3622

Ui

3621

3620

3619

3618 +-~~--~-.-~~~--~.-~-.---~-.~-~-~~-.-~~-.-.-,

0

50

100

150
Station (It)

200

250

NewTuc30

Plan: Plan 02

3/22/2006

xsa
~------ .035 - - --+,----- .06 ----~)1

3623

Legend

EG PF 1
WS PF 1
Crit PF 1

3622

Ground

•

Bank Sta

3621

3620

c

.Q
(ii

3619

>

Q)

w

3618

3617

3616

36 15 +-~-~-~--.-------~- ·-.-~-~~-.--r-~--~~--~~

0

50

100
Station (It)

150

200

NewTuc30

Plan: Plan 02

3/22/2006

XS7

I

.06 ----~-- .035

3620

I
--->r<-

.06 -

>--<

-

.035 - -*

__j
- - .06~

.--:--~

Legend
EG PF 1
WS PF 1

Crit PF 1
Ground

•

3619·

Bank Sta

3618

3617

g
c
0

~
>
Ql

[iJ

3616

3615

3614

36 1 3+-~-~--~~------~----~~-.---~

0

50

100
Station (It)

150

200

NewTuc30

3617

jl.-- .os

Plan: Plan 02

-+- -+-

3/22/2006

XS6

----)>-+

.035 +.o~- .035

.06

.035 ---+~)1+-<- .06 ~
Legend
EG PF 1

WS PF 1
Crit PF 1
Ground

•

Bank Sta

3616

3615

c

.Q
(;j

3614

>
Q)

[jJ

3613

36 11 +-~~~~-~~~~---~~-~--~~~-.~~~~--~~~--~~~~~

0

50

100

200

150
Station (It)

250

300

350

NewTuc30
.06
3616

)*'l<f--- .035 _ _ _,

.
0

r--

Plan: Plan 02

3/22/2006

XS5

.035 --~f---- .06 --~)1
Legend

4
5

EG PF 1

WS PF 1
Crit PF 1

Ground

•

3615

Bank Sta

3614

3613
~

c

.Q

(ij

>

Q)

iii

3612

3611

3610

3609 +-~-~-~~~-~--~~-.-~~~~~--~-~-~---~~~-~-

0

100

200

300
Station (It)

400

500

NewTuc30

Plan: Plan 02

-+ -+-

3/22/2006

XS4

.06
3614

) oijo(E--- - .035 ---))o!ol(~ .06

.035

.06 -+.035>>+1<~-- .06

---- ){)1
Legend

EG PF 1
WS PF 1
Crit PF 1

3613

Ground

•

Bank Sta

3612

3611

g
c:

.Q

~
w

3610

Ql

3609

3608

3607

3606 +-~-~~~~-.-~-~~-~-,-~~-~~-.--~-r-~~--.

0

100

200
Station (It)

300

400

NewTuc30

Plan: Plan 02

3/22/2006

XS3

.o6 ~i------ .o3s - - - -f.o6>+lE---- .o3s

3614

---+--

.o6---1
legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3612

3610

g
c

.Q

iii
~

[jj

3608

3606

3004 +--~-.---~-.--~---.--~-.--~--.---~-.---~-.--~-·

0

50

100

150

200
Station (It)

250

300

350

400

NewTuc30

Plan: Plan 02

3/22/2006

XS2

1 .035 -)ol),+<- - - .06 --~)11
3608 .06~
I
.035 -~--- .045 ---~f--.06 -~
1

Legend
EG PF 1
WS PF 1
C rit PF 1

Ground

•

3607

Bank Sta

3606

3605

E.
c:

.Q

iii
>
Q)

w
3604

3603

3602

3601 +--~·~-.-~~~-.--~-.-.~~~~~~-r~.-~~~-.-r~~,-,

0

50

100

150

200
Station (It)

250

300

350

NewTuc30

Plan: Plan 02 . 3/22/2006
XS1

.035

->++-- - - - .06 - - - -* - - .035 --~E--- .06 _ _,

3~6

Legend

EG PF 1
WS PF 1
Grit PF 1
Ground

•

Bank Sta

3605

3604

c

.Q

til

3~3

>

Q)

(ij

3602

360 1

3~0 +-~-~--~~---

0

100

200
Station (tt)

300

400

NewTuc30

Plan: Plan 02

3/22/2006

xso
3606

.06

~------- .035 - - - - - -- - ) i ' ( -- - .06 ---~
Legend

EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3605

3604

c

.Q
(ij

3603

~

w

3602

Station (ft)

NewTuc30
.06

3658

--+-

Plan : Plan 02

3/22/2006

XS10

.035 -+;---

- - .06

----+-

.035 -..:;..-.-- .06 --~
Legend
EG PF 1
WSPF1
Crit PF 1
Ground

•

Bank Sta

3656

3654

c

.Q

co>
Q)

w

3652

3650

3648 +-.-~~~-.~~~--~~--~--~--~~~~--~~----~.-~~--~-

0

50

100

150
Station (It)

200

250

300

NewTuc30

Plan: Plan 02

3/22/2006

XS9

'*--- - -- -

.06 -----~---

.035 - - -*""- - - - .06 - - - -

3654

Legend
EG PF 1
WS PF 1

Grit PF 1
Ground

•

Bank Sta

3652

3650

c
0

-.;;
>

Q)

iiJ

3648

3646

3644 +--~-.--~-.--~--.-~-.--~-.--~-.--~--.-~-~

0

20

40

60

80
Station (ft)

100

120

140

160

NewTuc30

Plan: Plan 02

3/2212006

XS8

.06
3650

¥--- - .035 ---)kl<-------- .06 --------~
Legend
EG PF 1

WS PF 1
Crit PF 1

Ground

•

Bank Sta

3648

3646

c

.Q

~

Q)

i:iJ

3644

3642

3640 +-~~-~~-.-~,-~~~.-~~-~~--~-~~-,--.-~--~-~~

0

20

40

60
Station (It)

80

100

NewTuc30

Plan: Plan 02

3/22/2006

XS7

I

~-------------.06 ------------~~
,

.035 ----~c------ .06 ----~~

3646

Legend
EG PF 1
WS PF 1
Crit PF 1
Ground

3645

•

Bank Sta

3644

3643

c

.Q

~
iiJ

3642

364 1

3640

3639

20

40

60
Station (ft)

80

100

120

NewTuc30

Plan: Plan 02

3/22/2006

XS6
--~~----- . 035 ------~--------------- .06 --------------~

3644

Legend
"EG PF 1

WS PF 1
Grit PF 1
Ground

•

Bank Sta

3642

3640

c

.Q

~

Q)

iii

3638

3636

3634+-~~--~~~--~~~----.-~~--~~--~--~~~--.-~~--~~~

0

20

40

60
Station (It)

80

100

NewTuc30
~---.06 ---~

Plan: Plan 02
xss

3/22/2006

.035 ----l~------ .06 - - - - - --+1

3646

Legend
EG PF 1
WS PF 1

Crit PF 1
Ground

•

3644

Bank Sta

3642

3640

g
c:

.Q

iii
>

Q)

iii

3638

3636

3634

Station (ft)

NewTuc30

Plan: Plan 02

3/22/2006

XS4
k--------- .06 ------*-- .035 --~---- .06 -----+!

3640

Legend
EG PF 1

WS PF 1
Crit PF 1

Ground

•

Bank Sta

3638

3636

c

.Q

tO

>
Q)

w
3634

3632

3630 +-~~~~----~~~-.-~-~~--~~~~-.-~----.-~~~~

0

20

40

60
Station (It)

80

100

120

NewTuc30

Plan : Plan 02

3/22/2006

XS3

3638

~------.o6 ------*-- .o3s -f---- .o6 ---Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3636

3634

c

.Q

~

[i]

3632

3630

3628 +-~~~~--~~~-~---~~~--~~~~--~~~~~.--~.-~~

0

20

40

60
Station (It)

80

100

120

NewTuc30

Plan: Plan 02

3/22/2006

XS2

I

.06

3634

+

.035

~

.06

Legend

·····················
EG PF 1
WS PF 1
Ground

•

3633

Bank Sta

3632

-········-·--··········-·········---------------------

3631

g
c

.Q

;;;

'I

3630

>

Ill

iii

3629

3628

3627

1

3626

0

20

40

60
Station (It)

80

100

NewTuc30

Plan : Plan 02

3/22/2006

XS1

3634

~--.o6 ---Jok-- - - .o3s - --:,+-- -- -

.06 - - - -___...)1
Legend

EG PF 1
WS PF 1
Ground

•

Bank Sta

3632

3630

g
c:

.Q

~

[jj

3628

3626

3624+--r~-~~-.---r----.-~~--~-.~--~~~-.-~~-~~~

0

20

40

60
Station (It)

80

100

-

-

WashBRevFloodplainl.rep
HEC~RAS

..

-

Davis, California
X
X
X

-

-

-

-

X
X
X

xxxxxx
X
X

xxxxxxx xxxx

X
X
X

PROJECT

X
X
X

X
X

XXX XXX

xxxx
X
X
X
X
X

xxxx
X

X
X
XXX

xxxx

X

X

xxxxxx

X

X

X
X
X

X
X
X

X
X
X

X
X
X

DATA

WashBRevFloodplainl.prj

Project in English units
Project Description:
eWash B&C Floodplain

Revision

86.45

3633.6
3633.59
3633.18
3633.01
3632.93

93.68
97.54
98.86
100.05
100.77

3633.2
3633.6
3634.05
3634.6
3634.6

130.21
3634.6
134.27
140.9
150.98
152.7
158.31

3634.6
3634.6
3634.6

159.72

3634.6
3633.69
3633.6
3633.54
3632.9

161.69
161.89
162.02
163.31
1
63.98
164.09
164.97
168.99
170.56
172.9
4

184.04
185.47
187.32
200. 67
210.31
632.6
212.25
215.25
217.62
219.83
221.59

3634.6

3634.6

3632.65
3632.6
3632.6
3632.6
3632.6
3632.6
3633.03
3632.97
3632.6
3632.6
3
3633.07
3633.6
3633.94
3634
3634.0

1

225.75
231.04
233.8
235.05

X

xxxx

Run Date and Time: 3/22/2006 1:03:06 PM

76.93
76.99
82
84.58

xxxx

XX
X
X

Project Title: NewTuc30

Project File
•

Version 3.1.2 April 2004

U.S. Army Corp of Engineers
Hydrologic Engineering Center
609 Second Street

3634.24
3634.6
3634.75
3634.8
Page 1

X
X

xxxx
X
X

XXX XX

..

-

-

-

-

238.49

3634.97

249.37
258.04

3635.6
3636.06
3636.22
3636.4
3636.48

261.69
264.69
269.19
27
2.65
273.05
283.03
285.5
290.62
293.
73
296.09
300.5
303
322.71
324.14
6.14
326.42

331.75
332.95
334.55
338.44
.41
340.64
347.67
349.15
353.46
356.74
68
359.21
359.72
370.09

WashBRevFloodplainl.rep

3636.55
3636.55
3636.37
3636.3
3636.22
3636.2
3636.13
3636.12
3636.1
3636.08
363

3636.22
3636.23
3636.3
3636.32
3636

3636.43
3636.56
3636.6
3636.65
3636.
3636.7
3636.7
3636.8

370.35

3636.77

382.07

3636.73

-

3636.6
3636.6
Wash B and Wash C Revised Floodplain

•

PLAN DATA

..

-

..

387.7
391.71

Plan Title:

Plan 02

Plan File

h:\05000\05151\WashBRevFloodplainl.p02
Geometry Title: Geom 01
Geometry File
h:\05000\05151\WashBRevFloodplainl.g01

Flow Title
Flow File
Plan Summary Information:
Number of:
Cross Sections
Culverts
Bridges

Flow 01
h:\05000\05151\WashBRevFloodplainl.f01
34
0

0

Multiple Openings
Inline Structures
Lateral Structures

Computational Information
Water surface calculation tolerance
Critical depth calculation tolerance
Maximum number of iterations
Maximum difference tolerance
Flow tolerance factor

0.003
0. 003
20
0.1
0.001

Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method:
Average Conveyance
Computational Flow Regime:
Subcritical Flow

Page 2

0
0

0

..

WashBRevFloodplainl.rep
•

FLOtv DATA

Flow Title: Flow 01

Flow File
•

Flow Data

-

-

-

-

-

h:\05000\05151\WashBRevFloodplainl.£01
(cfs)

River

Reach

Wash 8

1

Wash
Wash

2

11

1

10

8

c

RS
23

PF 1
3302
3378
544

Boundary Conditions

River
Wash
Wash
Wash

8
8

Reach

Profile

1

PF 1
PF 1
PF 1

2

c

1

Upstream

Downstream

Critical

Critical
Critical

GEOMETRY DATA
Geometry Title: Geom 01
Geometry File : h:\05000\05151\WashBRevFloodplainl.gOl
Reach Connection Table
River

Reach

Wash B
Wash B
Wash C

1

Upstream Boundary

Downstream Boundary

Jn1
Jn1

2

Jn1

1

JUNCTION INFORMATION
Name: Jnl
Description: Wash C confluence
Energy computation Method

Tributary
River
to Wash B
to Wash B

Length across Junction
River
Reach

Wash B

1

Wash C

1

2

Length
154

2

142.96

Reach

Angle

CROSS SECTION
RIVER: Wash 8
REACH:

RS:

1

INPUT
Description: XS23
Station Elevation
Sta
Elev
0 3670.22
33.29 3669.6
76.93 3669.22
81.23 3669.16
98.36 3668.93
114.77 3668.6
131.75 3668.66
163.03 3668.51
185.55 3668.52
190.18 3668.34
202.82 3666.6
229.06 3666.1
251.4 3666.24
278.3 3667.6
282.25 3668.6
306.1 3669.7
322.89 3669.9

Data
Sta
10.54
33.68
77.85
82.38
98.49
115.56
132.09
171.22
186.24
194.46
206.55
229.64
269.35
278.49
287.33
307.02
328.27

23

num=
Elev
3670.1
3669.6
3669.16
3669.19
3668.69
3668.6
3668.65
3668.52
3668.5
3668.18
3666.29
3666.1
3666.6
3667.6
3669.06
3669.72
3669.95

84

Sta
22.23
43.36
77.96
84.51
99.15
118.17
133.31
172.37
187 . 9 9
197.09
220.69
231.95
270.44
278.55
291.33
315.94
348.88

Elev
3669.85
3669.6
3669.2
3669.2
3668.6
3668.6
3668.6
3668.51
3668.51
3667.97
3666.07
3666.08
3666.6
3667.62
3669.25
3669.85
3670.05

Sta
24.26
45.07
79.8
86.43
107.34
126.8
133.4
183.92
188.56
198.31
223.01
242.83
273.43
278.59
300.55
316.18
351.77
Page 3

Elev
3669.82
3669.6
3669.15
3669.22
3668.6
3668.6
3668.6
3668.6
3668.5
3667.6
3666.07
3666.15
3666.6
3667.64
3669.6
3669.85
3670.2

Sta
32.56
46.46
80.48
96.02
113.44
130.99
143.21
184.11
190.16
200.28
225.99
246.96
275.16
281.02
301.06
318.11

Ele'l:
3669.6
3669.6
3669. 11
3669.17
3668.6
3668.68
3668.6
3668.58
3668.34
3667.3
3666.1
3666.2
3666.6
3668.34
3669.61
3669.87

..
-

-

washBRevFloodplainl.rep
Manning's n Values
Sta
n Val
Sta
.06
0
46.46

num=

Bank Sta: Left
190.16

Lengths: Left Channel
157.36 176.55

CROSS SECTION OUTPUT

(ftl

MinCh El (ft)
Alpha

Frctn Loss (ft)
C & E Loss

Sta
190.16

Sta
282.25

n Val

.02

Right
196.52

Coeff Contr.
.1

Element
n-Val.

\.'lt.

Reach Len.

3670.15
3670.15
0.002494
3302.00
344.80
5.88
4.08
66124.5
175.40
3666.07
1. 81
0.73
0.04

Vel Total {ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)

...

.06

3671.12
0.97

Q Total (cfs)
Top Width {ft)

Length Wtd.

n Val

107.34

n Val
.06
Expan.
.3

Profile #PF 1

E.G. Elev jft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)

._

Right
269.35

n Val
.02

5
Sta

(ft)

( ft)

Flow Area (sq ft)

Area (sq ft)
Flow (cfs)
Top Width ( ft)
Avg. Vel. (ft/s}
Hydr. Depth (ft)
Conv. (cfs}
i.Yet ted Per. (ft)
Shear (lb/sq ft)
Stream Power ( lb/ ft s)
Cwn Volume (acre-ft)
Cwn SA (acres}

Left OB
0.041
157.36
202.63
202.63
433.26
184.13
2.14
1.10
8676.4
184.32
0.17
0.37
7.39
5.13

Channel
0.020
176.55
290.44
290.44
2558.27
79.19
8.81
3.67
51230.8
79.39
0.57
5.02
10.48
2.93

Right 08
0.023
196.52
68.46
68.46
310.47
81.48
4.53
0.84
6217.3
81.81
0.13
0.59
6.05
6.66

Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The conveyance ratio (upstre~ conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
Th~s ~ay indicate the need for additional cross sections.
Warning: The energy loss was greater t~an 1.0 ft (0.3 m}. between the current and previous cross section.

..

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there

-

is

-

-

-

..

not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION
RIVER: Wash B
REACH: 1

RS: 22

INPUT
Description: XS22
Station Elevation
Sta
Elev
0 3666.7
31.15
3666
78.52
3666.1
106.26
3665.6
149
3664.6
170.27 3664.6
194.04 3664.6
228.28 3664.6
239.81 3662.6
274.21 3662.6
296.36
3664.6
334.93 3664.6
355.75 3665.3
365.31 3665.4
378.58 3665.2
391.48 3666.2
408.28
3666.7

Data
Sta
7.68
40.58
80.65
106.97
149.83
173.93
199.05
232.96
242.28
278.15
305.23
340.55
359.14
367.58
379.32
393.19

nwn=
Elev
3666.7
3665.6
3666.09
3665.6
3664.6
3664.78
3664.6
3664.6
3662.45
3663.25
3664.6
3664.6
3665.3
3665.39
3665.12
3666.7

8:.
S:.a
8.98
49.29
82.35
115.01
151.02
175.51
212.06
233.8
264.54
282.22
308.53
342.15
359.51
368.63
380.,;7
399.52

Manning's n Values
Sta
n Val
Sta
.06 232.96
0

num=
n Val
.035

Sea
290.71

Bank Sta: Left
232.96

Right
290.71

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
w.s. Elev {ft)

Elev
3666.62
3665.6
3666.08
3665.6
3664.6
3664.76
3664.12
3664.31
3662.13
3663.6
3664.6
3664.6
3665.38
3665.38
3665.08
3666.7

Sta
9.94
56.1
85.35
125.72
154.16
183.91
212.99
237.16
265.88
287.14
320.91
344.36
360.84
372.48
386.09
401.4

Elev
3666.6
3665.6
3666.06
3665.39
3664.6
3664.6
3664.12
3663.6
3662.13
3664.05
3665.03
3664.72
3665.35
3665.35
3665.6
3666.7

n Val
.06

Sta
393.19

n Val
.02

Sta
23.91
60.7 5
89.48
126.6
162.47
188.75
221.95
238.99
268.37
290.71
333.02
352.03
362.9
378.05
388.57
402.74

Elev
3666.23
3665.6
3666.03
3665.38
3664.6
3664.6
3664.6
3662.86
3662.17
3664.6
3664.6
3665.3
3665.38
3665.22
3665.6
3666.7

4

Lengths: Left Channel
170 . .,: 8 177.27

Right
184.43

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3667.45
0. 85
3666.60

Element

:·:':.. n-Val.
?.each Len.

( ft)
Page 4

Left 08
0.060
170.48

Channel
0.035
177.27

Right 08
0.060
184.43

.

-

-

..
-

-

-

'tiashBRevFloodplainl .rep
296.62

Flow Area lsq ft)
Area (sq ft)
Flo·.,; (cfsl

3666.60
0.008179
3302.00
383.00
4.88
4.47
36511.1

Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfsl
Top Width ( ft)
Vel Total ( ftls)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. I ft l
Min Ch El 1ft)
Alpha
Frctn Loss I ft l
C & E Loss (ft)

Top ';/.!.dth ( ft)
Avg. Vel. (ft/s l
Hydr. Depth ( ft)
Conv. (cfs)

17 6. 86
3662.13
2. 30
1. 52

Wetted Per. { ft)
Shear ( lb/sq ft)
Strea:n Power ( lb/ ft s)
Cum Volwne (acre-ft)
Cum SA (acres)

0.00

296.62
803.08
223.10
2.71
1. 33
8879.9
223.18
0.68
1. 84
6.49
4.39

217.00
217.00
2003.17
57.75
9.23
3.76
22149.6
58.21
1. 90
17.57

9.45
2.66

162.58
162.58
495.75
102.14
3.05
1. 59
5481.6
102.34
0.81
2.47
5.53
6.25

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
warning: The energy loss was greater than 1.0 ft {0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: Wash B
REACH: 1
INPUT
Description: XS21
Station Elevation
Sta
Elev
0 3662.4
38.48 3661.7
69.09 3660.6
80.72 3660.6
91.48 3660.6
99.82 3660.6
118.91 3660.6
137.22 3658.6
180.19 3658.2
185.15 3659.6
206.58 3660.6
219.79 3659.4
252.83
3661.2
282.45 3661.3
308.1
3661.6
314.81 3661.6
362 3661.5
376.74 3662.1
396.4
3 662
422.01
3661.6
444.62
3662.4

RS:

21

Data
Sta
4.82
39.63
69.16
90.02
95.94
101.49
126.37
144.87
180.92
187.89
207.41
222.08
262.31
286.12
313.02
322.44
364.18
387.16
398.44
428.1
444.89

num=
Elev
3662.36
3661.63
3660.6
3660.6
3660.6
3660.47
3660.6
3658.34
3658.14
3660.38
3660.6
3659.6
3661.37
3661.33
3661.55
3661.5
3661.6
3662
3661.93
3662.22
3662.37

105
Sta
7.27
40.75
70.43
90.09
96.74
101.96
130.34
145.5
181.89
188.14
212.55
240.1
267.42
291.24
313.69
323.57
365.39
387.75
399.55
431.99
448.05

Manning's n Values
Sta
n val
Sta
0
.06 126.37

num=
n Val
.035

5
Sta
242.18

Elev
3662.32
3661.6
3660.6
3660.6
3660.6
3660.49
3659.85
3658.34
3658.15
3660.47
3660.07
3659.6
3661.38
3661.34
3661.56
3661.48
3661.6
3662.03
3661.9
3662.26
3662.4

Sta
11.77
44.64
76.65
90.16
97.01
103.47
131. 64
175.73
183.5
188.21
217.73
242.18
270.37
294.17
314.09
327.95
366.86
389.41
406.46
433.82
449.31

Elev
3662.26
3661.44
3660.6
3660.6
3660.6
3660.6
3659.6
3658.37
3658.6
3660.6
3659.6
3660.55
3661.36
3661.37
3661.56
3661.39
3661.6
3662.03
3661.6
3662.35
3662.42

Sta
17.66
47.33
80.18
90.17
97.46
116.49
132.55
179.81
183.79
190.9
219.03
242.31
271.88
307.7
314.14
361.56
374.77
391.99
415.65
443.63
458.59

Elev
3662.15
3661.35
3660.6
3660.6
3660.6
3660.6
3659.49
3658.23
3658.93
3660.6
3659.46
3660.6
3661.35
3661.55
3661.56
3661.5
3662.07
3662.02
3661.6
3662.35
3662.37

val
.06

Sta
374.77

n Val
.02

Sta
415.65

n Val
.06

!"1

Right
Lengths: Left cr:arwel
Bank Sta: Left
126.37 242.18
207.99
211.53
Ineffective Flow
num=
1
Sta L
Sta R
Elev Perma.1ent
374.77 458.59 3662.4
F
CROSS SECTION OUTPUT
E.G. Elev ( ft)
Vel Head { ft)
w.s. Elev {ft)
Crit W.S. ( ft)
E.G. Slope (ft/ft}
Q Total (cfs)
Top Width ( ft)
Vel Total ( ftlsl
Max Chl Dpth (ft)
Conv. Total (cfsl

Right
204.28

Coeff Contr.
.1

Expan.
.3

Profile #PF 1

3663.09
0.87
3662.22
3662.22
0.009048
3302.00
414.11
5.74
4.08
34712.8

Element
Wt. n-Val.
Reach Len. ( ft)
Flo·,.; Area (sq ftl
A~ea
lsq ft)
Flo·.·; ( c fs)
Top '.hdth ( ft}
Avg. Vel. ( ftls l
Hydr. Depth (ft)
Co:r:. (cfs}
Page 5

Left OB
0.060
211. 53
132.52
132.52
348.34
112.39
2.63
1.18
3662.0

Channel
0.035
207.99
335.22
335.22
2733.30
115.81
8.15
2.89
28734.2

Right OB
0.060
204.28
107.57
127.04
220.36
185.91
2.05
0.81
2316.6

-

-

-

-

..
-

..
..

Length Wtd.

WashBRevFloodplainl.rep
Wetted Per. (ft)
112.43

208.74
3658.14

( ft)

Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Shear llb/sq ft)
Stream Power (lb/ft s}
Cum Volume (acre-ftl
Cum SA (acres}

1. 70
2.08
0. 08

5.65

3.73

116.85
1. 62

13.21
8.33
2.30

132.64
0.46
0.94
4. 92

5.64

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface carne back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
Note:
Multiple critical depths were found at this location.
The critical depth with the lowest,
valid, water
surface was used.
CROSS SECTION
RIVER: Wash B
REACH: 1

RS: 20

INPUT
Description: XS20
Station Elevation
Sta
Elev
0 3657.3
42.46 3656.7
64.57 3656.1
107.05 3655.31
140.03 3655.56
156.86 3655.8
164.82
3653.6
180.64
3652.6
191.24
3654.6
219.23 3656.6
230.64 3655.6
246.4 3654.6
263.18 3654.53
285.51
3654.6
305.99 3655.8
330.8 3655.87
353.3 3656.33
385.3 3656.28
430.2
3655.6
459.06
3656
494.31 3656.46
508.91 3656.71
537.58 3656.6
555.01 3655.69
563.4 3655.98
580.53 3656.93
605.41 3656.86

Data
Sta
5.64
45.27
68.1
107.59
140.38
158.25
169.91
181.24
196.33
224.61
232.7 5
254.66
264.63
297.31
318.5
337.24
374.49
398.54
439.25
462.36
501.18
514.27
53 7. 72
557.97
565.38
582.79

nLLrn=
Elev
3657.39
3656.63
3655.97
3655.3
3655.6
3655.6
3652.9
3652.6
3655.4
3656.7
3655.2
3654.54
3654.54
3654. 6
3655.84
3655.92
3656.34
3656.12
3655.6
3656
3656.59
3656.76
3656.6
3655.74
3656.12
3656.94

131
Sta
14
46.22
92.96
126.44
140.91
158.96
174.18
186.35
197.29
226.06
235.55
2 54. 85
264.75
298.39
319.28
343.97
383.31
399.74
439.47
477.87
501.77
514.97
545.66
560.51
567.89
584.97

Elev
3657.28
3656.6
3655.6
3655.1
3655.6
3655.35
3652.65
3653.26
3655.6
3656.6
3655
3654.5
3 6 54 . 5
3655
3655.8
3656.2
3656.3
3656.1
3655.6
3656.2
3656.6
3656.8
3656.2
3655.8
3656.35
3656.94

Sta
16.86
56.12
99.13
134.45
142.39
161.43
177.17
188.1
200.62
228.44
236.36
258.51
269.81
300.37
320.94
345.77
3 84.07
419.79
443
479.55
501.82
527.69
550.04
561.16
572.17
598.79

Elev
3657.25
3656.3
3655.6
3655.35
3655.6
3654.6
3652.6
3653.6
3655.87
3656.13
3654.6
3654.56
3654.6
3655.35
3655.86
3656.16
3656.28
3655.91
3655.72
3656.18
3656.6
3656.77
3655.92
3655.81
3656.6
3656.9

Sta
39.97
57.95
105.24
136.21
142.81
164.06
179.28
189.68
209.29
230.03
242.19
263.03
275.89
302.55
326.56
349.87
384.42
428.22
445.18
493.75
507.26
536.9
554.21
562.51
572.85
601.56

Elev
3656.75
3656.28
3655.31
3655.34
3655.6
3653.83
3652.6
3654.03
3656.6
3655.78
3654.6
3654.53
3654.6
3655.6
3655.89
3656.25
3656.28
3655.6
3655.79
3656.45
3656.69
3656.62
3655.74
3655.89
3656.6
3656.92

Manning's n Values
Sta
n Val
Sta
.06 105.24
0
563.4
.02

num=
n Val
.035

6
Sta
197.29

n val
.06

Sta
230.03

n Val
.035

Sta
305.99

n Val
.06

Bank Sta: Left
230.03

Right
305.99

CROSS SECTION OUTPUT
E.G. Elev ( ft)
Vel Head ( ft)
w.s. Elev ( ft)
Crit i'l.S. ( ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total ( ftls)
Max Chl Dpth {ft)
Conv. Total (cfs)

Lengths: Left Channel
191.38 184.99

Right
179

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3657.48
0.61
3656.87
3656.87
0.011003
3302.00
544.91
5.24
4.27
31479.6

Element
Wt. n~Val.
Reach Len. ( f t )
Flow Area (sq ft}
Area (sq ft)
Flow (cfs}
Top Width ( ft)
Avg. Vel. ( ftls)
Hydr. Depth {ft)
Conv. (cfs)
Page 6

•

0.67
1.75

Left OB
0.037
191.38
277.98
277.98
1699.03
195.45
6 .11
1. 42
16197.7

Channel
0.035
184.99
162.35
162.35
1196.44
75.96
7.37
2.14
11406.2

Right OB
0.058
179.00
190.06
190.06
406.54
273.49
2.14
0.69
3875.7

..

..

Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

WashBRevFloodplainl. rep
Wetted Per. ( ft)
196.31
Shear { lb/sq ft)
0. 97
Stream Power (lb/ft sl
5.95
cwn Volume (ac:="e-ft)
4.65
Cum SA (acres)
2.99

186.76
3654.50
1. 44
1. 59

0.02

76.26
1. 46
10.78
7.14
1. 84

273.59
0.48
1. 02
4.17
4.56

..

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.

-

Warning: Divided flow computed for this cross-section.

-

-

..
-

-

-

..

..
..

Warning: The cross-section end points had to be extended vertically for the computed water surface.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there

is
not a valid subcritical ans'...-er.

The

progra;~

defaulted to critical depth.

CROSS SECTION
RIVER: Wash 8
REACH: 1

RS: 19

INPUT
Description: XS19
Station Elevation
Sta
Elev
0 3653.2
14.63 3653.4
69.82 3652.6
129.74 3651.6
145.04 3651.6
178.89 3651.6
186.65 3650.48
202.71 3650.99
230.24 3649.6
250.09 3648.6
268.92 3648.6
282.47
3650.6
306.52 3652.29
319.83 3652.51
341.9 3651.6
368.73 3652.04
386.96 3650.9
399.71 3651.6
418.86 3652.6

Data
Sta
1. 86
15.26
72
135.1
146.75
180.93
186.89
212.91
234.94
256.59
269.5
292.5
307.27
320.27
345.3
370.01
390.74
401.02
429.88

nuro=
Elev
3653.29
3653.43
3652.6
3651.6
3651.6
3651.6
3650.47
3651.04
3649
3648.6
3648.6
3651.28
3652.34
3652.5
3651.6
3652.02
3650.73
3651.81
3653.5

93
Sta
6.32
17. 83
74.46
13 5. 12
147.64
185.55
187.32
219.44
239.99
259.69
270.89
297.1
312.98
327.25
350.03
379.62
391.65
40:!..54
430.98

Manning's n Values
Sta
n val
Sta
0
.06
79.3 3

num=
n val
.02

Sta
129.74

Bank Sta: Left
219.44

Lengths: Le:t Channel
136.48 129.08

Right
282.47

CROSS SECTION OUTPUT
E.G. Elev (ftl
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. {ft)
E.G. Slope (ft/ft)
Q Total ( cfs)
Top Width (ft)
Vel Total ( ftls)
Max Chl Dpth (ft)
Conv. Total {cfs)
Length Wtd. (ft)
Min Ch E1 (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Elev
3653.33
3653.39
3652.6
3651.6
3651.64
3650.67
3650.46
3650.6
3648.98
3648.6
3648.9
3651.6
3652.55
3652.41
3651.6
3651.6
3650.66
3651.81
3653.6

Sta
7.54
35.69
19.33
135.29
147.93
185.82
197.08
224.55
240.63
261.5
274.97
301.48
313.25
328.59
354.23
384.55
392.73
40.;.57

Elev
3653.37
3653.17
3652.4
3651.6
3651.6
3650.6
3650.2
3650.2
3648.96
3648.6
3649.6
3652.08
3652.54
3652.35
3652.06
3651.07
3650.71
3652.06

n Val
.06

Sta
219.44

n Val

Elev
Sta
9.97 3653.31
62.49
3652.6
119.25 3651.6
141.53 3651.6
165.26 3651.6
186.23 3650.52
198.94 3650.6
229.6 3649.6
243.19 3648.6
3648.6
265.24
280.49 3650.4
304.23 3652.1
318.67 3652.5
331.09 3652.2
363.51 3652.2
386.74 3650.9
394.04 3650.8
416.58
3652.4

5

Right
120.77

. 035

Sta
282.47

Coeff Contr.
.1

n Val

.06

Expan .
.3

Profile #PF 1
3653.81
0.78
3653.03
3653.03
0.006753
3302.00
381.80
5.19
4.43
40182.2
129.85
3648.60
1. 85
0.90
0.00

Element
n-Val.
Reach Len. (ft)
Flow Area (sq ft)
.;;rea (sq ft)
?low {cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (!:t)
Conv. (cfs)
Netted Per. (ft)
Shear {lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

~·Jt.

Left as
0.043
136.48
229.04
229.04
861.92
177. 12
3.76
1. 29
10488.7
177.34
0.54
2.05
3.54
2.17

Channel
0. 035
129.08
242.45
242.45
2070.54
63.03
8.54
3.85
25196.6
63.30
1. 61
13.79
6.28
1. 55

Right 08
0.060
120.77
164.54
164.54
369.54
141.64
2.25
1.16
4496.9
141.94
0.49
1.10

3.44
3. 71

Warning: The energy equation could no:. be balanced v•ithin the specified nurober of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater ~han 1.0 ft (0.3 m). between the current and previous cross section .
Page 7

..

-

WashBRevFloodplainl.rep
This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.

is

not a valid subcritical answer.
•

CROSS SECTION

..

REACH:

-

..
..
-

This indicates that there

The program defaulted to critical depth.

RIVER: Wash B
1

RS: 18

INPUT
Description: XS18
Station Elevation Data
Sta
Elev
Sta
0
26.47
82.5
101.81
155.38
190.99
211.94
231.43
242.71
253.58
282.86
294.64
311.49
334.07
356.32
372.77
397.26
420.79
455.64
461.24
473.78

3650.8
3650.6
3649.6
3648.68
3647.6
3645.63
3646.35
3648.57
3649.45
3649.58
3649.32
3649.42
3648.6
3649.43
3650.02
3649.99
3650
3649.97
3649.6
3649.84
3650.54

.76
27.26
83.53
125.81
160.23
191. OS
216.85
231.74
249.15
258.48
284.06
299.04
313.08
337.12
362.53
377.86
399.2
427.64
457.22
471.02
485.53

nurn=
Elev
3650.79
3650.6
3649.6
3648.2
3647.6
3645.6
3646.6
3648.6
3649.55
3649.47
3649.37
3649.34
3648.6
3649.6
3650.01
3649.98
3649.99
3650.02
3649.6
3650.47
3650.55

104
Sta
1. 27
34.95
86.86
135.1
176.36
197.73
218.45
232.51
249.3
261.98
286.92
301.29
319.03
337.15
364.63
378.36
403.36
434.95
457.39
471.13
485.58

Elev
3650.8
3650.6
3649.6
3 64 7 . 7
3647.6
3645.6
3646.6
3648.69
3649.56
3649.39
3649.42
3649.24
3648.6
3649.6
3650.02
3649.99
3649.99
3649.96
3649.6
3650.48
3650.55

Manning's n Values
Sta
n Val
Sta
0
.06 101.81

num=

Bank Sta: Left
135.1

Lengths: Left Channel
110.58 111.06

Right
218.45

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head ( ft)
W.S. Elev (ft)
Crit w.s. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total {ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs}
Length Wtd. (ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

n val
.02

Sta
3.23

Elev
3650.8

40.96 3650.46
87.39 3649.6
149.26 3647.6
187 . 4 2 3647.29
197.77 3645.6
220.02 3646.9
235.75
3649
249.93 3649.6
274.63 3649.2
290.3 3649.5
304.76 3649.1
321.05 3648.6
337.81 3649.6
365.69
3650
388.8
3650
409.1
3649.9
440.98 3649.7
457.48 3649.6
472.65 3650.5
3650.6
485.71

Sta
Elev
3.67 3650.81
53.09 3650.24
101.66
3649
154.48 3647.6
188.7
3646.6
211.64 3646.33
224.48 3647.6
238.15 3649.14
253.52 3649.58
280.77 3649.23
293.01 3649.47
307.33 3648.94
324.95 3648.6
356.13 3650.02
371.06
3650
391.17 3650.03
411.96 3649.92
443.03
3649.6
458.58 3649.7
472.98 3650.55

4

Sta
135.1

n Val

.035

Sta
220.02

n val
.06

Right
111.61

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3651.14
0.82
3650.32
3650.32
0.007061
3302.00
419.90
5.67
4.72
39295.4
111. 04
3645.60
1.65
0.79
0.03

Element
1\'t. n-Val.

Reach Len. ( ft J
Flow Area (sq ft)
Area (sq ft)
Flo'N (cfs)
Top Width (ft)
Avg. Vel. (ft/sl
Hydr. Depth (ft)
Conv. (cfs)
l"letted Per. (ftl
Shear (lb/sq ft.)
Stream Power {lOfft s}
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.022
110.58
97.23
97.23
710.87
86.33
7.31
1.13
8459.7
86.57
0.50
3.62
3.03
1. 75

Channel
0.035
111.06
275.55
275.55
2174.45
83.35
7.89
3.31
25877.0
83.76
1. 45
11.44
5.51
1. 33

Right OB
0.057
111.61
209.20
209.20
416.68
250.22
1. 99
0.84
4958.7
250.52
0.37
0.73
2.93
3.16

..
..

Warning: The energy equation could not be balanced wi:hin the specified number of iterations.
The
program used critical depth for the water s~~face and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section .

..
..

CROSS SECTION

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
not a valid subcritical ans1-1e:-.

The progra.-:-: defaulted to critical depth.

Page 8

..

-

-

-

-

-

..

..

17

INPUT

num=

Data

Sta
Elev
3.91 3648.18
27.3 3647.48
60.12 3647.12
93.39 3646.65
105.81 3646.23
180.15 3644.6
211.8 3643.6
223.89 3645.3
247.34 3646.3
261.8 3645.8
270.68 3644.7
282.05 3645.9
309.07 3646.8
340.78 3646.9
355.06 3646.9
383.98
3 64 7
408.78 3647.2
3647.5
428.71
438.99 3647.5
461.43
3647.3
478.1 3647.6
501.84 3647.9

111
Sta
14.94
40.52
67.05
93.78
129.81
187.52
217.61
225.7
248.39
262.78
271.99
294.48
312.5
342.48
356.78
386.3
417.89
42.9.fi4
439.75
463.49
479.89
506.13

Manning's n Values
Sta
n Val
Sta
0
.06 105.81

nurn=:
n Val
.02

4
Sta
139.91

Bank Sta: Left
139.91

Lengths: Left Channel
156.01
151.97

Right
2 2 2. 12

CROSS SECTION OUTPUT
E.G. Elev ( ft J
Vel Head 1ft)
W.S. Elev I ft I
Crit W.S. 1ft)
E.G. Slope (ft!ft)
Q Total (cfs)
Top Width (ft)
Vel Total ( ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El 1ft)
Alpha
Frctn Loss (ft)
C & E Loss ( ft J

Elev
3647.75
3647.32
3647.12
3646.64
3645.75
3644.24
3645.6
3646.36
3645.71
3644.78
3646.32
3646.91
3646.92
3646.95
3 647
3647.39
3647.53
3647.53
3647.16
3647 .6
3647.91

139.91
188.09
220.33
226.36
250.2
263.21
276.37
302.03
315.97
351.04
366.14
3 89 .1 7
420.86
433.22
456.76
464.91
4 83 . 8 8
507.45

3645.55
3644.01
3644.6
3645.64
3646.39
3645.68
3645.6
3646.6
3646.97
3646.9
3646.93
3647
3647.42
3647.56
3647.55
3646.96
3647.6
3647.91

n Val
.035

Sta
223.89

n Val
.06

3644.06

Sta
19.34
47.96
84.21
95.27
166.71
193.72
221.66
228.28
253.3
263.51
279.21
302.85
318.18
352.76
375.55
396.99
421.93
433.86
457.35
469.57
491.09
511.9

Sta
Elev
17.27 3647.7
47.31 3647.25
68.55 3647.12
94.32 3646.63

Right
162.88

Coeff Contr.
.1

Elev
3647.6
3647.24

3646.85
3646.6
3645
3643.6
3644.87
3645.7
3646.4
3645.65
3645.6
3646.6
3646.95
3646.92
3647.02
3647.07
3647.43
3647.55
3647.47
3647.03
3647.7
3647.93

Expan.
.3

Profile #PF 1
3648.45
0.71
3647.74
3647.74
0.007103
3302.00
477.82
5.13
4.14
39179.5
155.58
3643.60
1. 75
0.99
0.01

Element
Wt. n-Val.
Reach Len. (ft)
Flm...· Area (sq ft J
Area (sq ft)
Flo·..; (cfs)
Top ';-lidth (ft)
Avg. Vel. (ft/s)
Hyd:::-. Depth (ft)
Co:1v. (cfs)
\'Jet ted Per. ( ft)
Shea:- (lb/Sq ft)
Stream Power (lb/ft sl
curu Volume (acre-ft)
Cu:n SA (acres)

Left OB
0. 025
151.97
121.72
121.72
687.50
124.54
5.65
0.98
8157.4
124.56
0.43
2.45
2.75
1. 49

Channel
0. 035
156.01
266.20
266.20
2082.13
82.21
7.82
3.24
24705.3
82.36
1.43
11.21
4.82
1.12

Right 08
0.059
162.88
256.26
256.26
532.37
271.07
2.08
0.95
6316.8
271.43
0.42
0.87
2.33
2.50

warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water su:::-face came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION

-

RIVER: Wash B
REACH: 1

..

RS:

Description: XS17
Station Elevation
Elev
Sta
0
3648.3
26.18 3647.5
53.94 3647.2
86.1 3646.8
95.91 3646.6
174.38 3644.8
197.44 3643.6
222.12
3645
245.69 3646.28
257.67 3646.1
263.8 3645.6
280.71 3645.9
304.34 3646.6
339.15 3646.95
3 54 . 3 5 3646.92
377.71 3647.02
403.17 3647.08
428.67 3647.53
438.6 3647.55
460.18 3647.44
471.48 3647.15
491.52 3647.71
512.68 3647.92

..

-

washBRevFloodplainl.rep

RIVER: Wash 8
REACH: 1

RS: 16

INPUT
Description: XS16
nwn=
Station Elevation Data
Elev
Sta
Elev
Sta
0 3645.1
.25 3645.09

103
Sta
Elev
4.52 3645.04

Sta
Elev
7 3645.02
Page 9

Sta
Elev
7. 74 3645.02

..

..
..

..

..

-

..

..

13

279.96

3645
3644.6
3644.1
3643.1
3642.7
3641.6
3640.6
3641
3643.6
3643.4

304.76
345.86

3643.6
3643.4

367.36

3643.5
3643.3
3643.4
3643.2
3643.6
3644.4
3644.49
3644.46

3644.93
3644.5
3643.6
3643.08
3642.68
3641.6
3640.6
3641.8
3643.6
3643.32
3643.6
3643.6
3642.6
3643.33
3643.42
3643.17
3643.6
3644.44
3644.48
3644.46

23.79
50.58
78.06
101
121.29
130.16
215.89
235.2
265.72
289.83
323.88
357.02
378.75
396.9
417.51
439.28
468.35
488.89
514.31
530.86

Manning's n Values
Sta
n Val
Sta
0
.06 130.16

nurn=
n Val
.02

Sta
164.16

Bank Sta: Left
164.16

Lengths: Left Channel
169.66 169.47

250.16

390.22
414.03

425.18
439.4
484.35
505.65
524.98

E.G. Elev (ft)
Vel Head ( ft)
W.S. Elev (ft)
Crit w.s. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

..

•

31.93 3644.8
52.19 3644.45
78.12 3643.58
101.93 3642.95

3642.6

122.41

3641.4

154.16 3640.92

3640.6
3642.9

221.8 3640.6
235.84 3642.94

3643.6
3643.32
3643.6
3643.6
3642.6
3643.3
3643.44
3643.59
3644.16
3644.44
3644.49

3642.6

269.21
295.37
325.21
358.95
385.16
397.84
420.83
439.31
474.25
489.61
523.49

3643.5
3643.37
3643.6
3643.6
3642.6
3643.29
3643.18
3643.59
3644.26
3644.44
3644.46

Sta
230.55

n val

36.62
53.9
87.1
102.7
124.09
164.16
230.55
236.39
278.66
304.63
329.64
365.48
388.46
413. 83
421.96
439.37
482.39
504.32
524.29

3644.74
3644.39
3643.34
3642.92
3642.41
3640.72
3640.72
3642.96
3643.36
3643.6
3643.5
3643.6
3643.24
3643.41
3643.25
3643.6
3644.4
3644.5
3644.5

3644.43

4

n val
.035

.06

Right
167.35

Coeff Contr.
.1

Expan.
.3

ProEile #PF 1
3644.94
0.83
3644.11
3644.11
0.005719
3302.00
400.89
5.79
3.51
43665.1
169.39
3640.60
1.60
0.97
0.01

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft}
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ftls)
Hydr. Depth (ft}
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.024
169.66
170.61
170.61
1350.71
98.90
7.92
1. 72
17861.5
99.09
0.61
4.87
2.24
1.10

Channel
0.035
169.47
230.48
230.48
1696.44
66.39
7.36
3.47
22433.5
66.39
1. 24
9.12
3.93
0.86

OB
0.060
:!.67. 35
l69.70
169.70
254.85
235.60
1. 50
0.72
3370.1
236.31
0.26
0.39
1. 53
1. 55

Rlg~t

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.

RIVER: Nash B
REACH: 1

•

3644.88
3644.48
3643.58
3642.99

Warning: The energy equation could not be balanced within the specified nQ~ber of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

CROSS SECTION

•

Right
230.55

CROSS SECTION OUTPUT

..

-

WashBRevFloodplainl.rep

16.43
48.89
77.59
97.02
117.92
129.91
195.59
233.56
255.05
282.76
305.06
355.28
373.64
393.9
416.67
426.03
445.42
486.97
512.87
527.1

44.41
65.5
96.02
116.27
128.45
193.69
231.27

INPUT
Description: XS15
Station Elevation
Sta
Elev
0 3641.3
40.3 3640.3
79.42 3638.3
142.18 3636.6
175.21 3636.6
179.61 3637.8
198.09 3639.88
234.05 3640.24
246.59 3640.28
260.5 3640.26
270.45 3640.36

RS: 15

Data
num=
Elev
Sta
2.23 3641.23
47.17 3640.19
104.04 3637.8
143.57 3636.6
175.85 3636.72
182.71 3638.1
218.37
3640.3
237.86
3640.3
250.27
3640.3
265.85 3640.3
271.18 3640.4

90
Sta
24.53
59.9
110.04
155
176.2
185 . 47
223 .18
238. 84
2 52 .11
267 .47
271 .33

Elev
3640.6
3639.6
3637.6
3636.6
3636.8
3638.6
3640.22
3640.27
3640.27
3640.35
3640.36

Sta
25.01
71.55
124.97
174.15
177.11
189.91
230.55
240.74
258.22
267.96
272.3
Page 10

Elev
3640.59
3638.83
3636.6
3636.6
3636.96
3639.43
3640.25
3640.25
3640.26
3640.35
3640.35

Sta
35.54
77.55
141.36
174.81
179.02
190.76
232.4
243.18
260.34
269.33
273.88

Elev
3640.36
3638.6
3636.6
3636.6
3637.6
3639.6
3640.23
3640.26
3640.26
3640.36
3640.36

-

-

-

-

..
•

276.59 3640.31
289.68 3640.17
308.6 3639.72

324.92 3639.95
358.42 3640.11
370.7
3639.6
396.34 3640.6

3640.3
3639.9
3639.8

359.76
381.04
396.4

3640.1
3639.6
3640.6

Manning's n Values
Sta

n Val

0

.06

Bank Sta: Left
110.04

Right
179.61

305.83
319.4
344.72
364.35
390.43
407.59

3639.73
3639.83
3640.24
3639.95
3640.21
3640.6

Sta
179.61

n val

288 3640.18
308.19 3639.74
322.83
3639.9
353.36 3640.3
365.85 3639.92
395.58 3640.55
414.89 3640.7

4

n Val

Sta

n Val

. 02

110. 04

.035

.06

Right
156.83

Coeff Contr.

.1

Expan.
.3

Profile #PF 1
3641.53
0.90
3640.63
3640.63
0.005777
3302.00
386.61
6.14
4. 03
43442.3
162.52
3636.60
1. 53
0. 71
0.04

( ft)

W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Strea~ Power (lb/ft s)
Cum Volume (acre-ft)
Cum Sl\ (acres}

Left OB
0.023
168.25
128.48
128.48
957.52
86. 67
7.15
1. 48
12597.5
86.75
0.53
3.98
1. 66
0.74

Channel
0. 035
161.55
270.79
270.79
2158.03
69.57
7.97
3.89
28391.8
69.77
1.40
11.16
2.96
0.59

Right 08
0.060
156.83
13 8. 89
138.89
186.45
230.37
1. 34
0.60
2453.0
230.62
0.22
0.29
0.94
0.65

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION

RIVER: Wash B
REACH: 1

RS:

INPUT
Description: XSH.
Station Elevation
Sta
Elev
0
3638
27.61
3636.8
43.19
3636.6
68.68
3635.6
76.93
3633.6
93. 68
3633.2
130.21 3634.6
162.02
3632.6
168.99
3632.6
210.31
3632.9
219.83
3634
3634.8
235.05
264.69
3636.4

4. 32
30.48
50.68
69.46
76.99
97. 54
134.27
163.31
170.56
212.25
221.59
238.49
269.19

Sta

nurn:o
n Val

Sta

n Val

146.51

.02

264.69

.06

Sta

Manning's n Values
Sta
n Val

.06

Bank Sta: Left
146.51

E.G . Elev (ft)

14

nurno:o
Elev
3637.6
3636.75
3636.44
3635.39
3633.59
3633.6
3634.6
3632.6
3632.6
3633.07
3634.01
3634.97
3636.48

Data

Right
214.61

CROSS SECTION OUTPUT

•

301.08 3639.79
318.8 3639.81
339.53 3640.17
362.97 3640.03
385.21
3639.6
399.61 3640.6

Lengths: Left Channel
168.25 161.55

E.G. Elev (ft)
Vel Head

3640.1

WashBRevFloodplainl.rep
285.26 3640.26
286.12 3640.24

nurn=o
Sta
79.42

CROSS SECTION OUTPUT

0

•

277.43
296.54
314.64
337.25

64
Sta

Elev
8.86 3637.33
31.76 3636.72
60.97 3635.98
72.75
3634.6
82 3633.18
98.86 3634.05
140.9 3634.6
163.98 3632.65
172.94 3632.6
214.61
3633.6
225.75 3634.24
249.37
3635.6
272.65 3636.55

Sta
14.41
39.91
61.59
76.83
84.58
100.05
146.51
164.09
187.32
215.25
231.04
258.04
273.05

Elev
3637.16
3636.66
3635.95
3633.61
3633.01
3634.6
3634.6
3632.6
3632.6
3633.6
3634.6
3636.06
3636.55

Sta
19.23
41.52
64.11
76.88
86.45
100.77
154.26
164.97
200.67
217.62
233.8
261.69

Elev
3636.98
3636.6
3635.85
3633.6
3632.93
3634.6
3633.54
3632.6
3632.6
3633.94
3634.75
3636.22

3

Lengths: Left Chanr.el
109.97
104.84

Right
121.03

Coeff Contr.

.1

Expan.

.3

Profile #PF 1
3637.77

Element

Left OB
Page 11

Channel

Right OB

-

-

-

...

-

-

-

•
•

Vel Head (ftl
Elev ( ft)
Crit w.s. (ft)
E.G. Slope ( ft/ f t )
Q Total (cfsl
Top Width {ft)
Vel Total (ft/s)

WashBRevFloodplainl. rep
Wt. n-Val.
0.060
Reach Len. ( f t)
104.84
Flow Area {sq ft I
185.31
Area (sq ftl
185.31
Flow (cfs)
407.35
Top Width ( ft)
98.02
Avg. Vel. ( ft/s)
2.20
Hydr. Depth ( ftl
1.89
Conv. (cfs)
6992.5
Wetted Per. (ft}
98.53
Shear (lb/sq ft)
0.40
Stream Power (lb/ft sl
0.88
Cum Volume (acre-ft)
1. OS
Cum SA (acres)
0.38

1. 28
3636.49
3636.49
0.003394

w.s.

3302.00
221.04
6.56
3.89

Max Chl Dpth {ft)
Conv. Total {cfs)

56681.5
109.65
3632.60
1. 91
0.73
0.04

Length Wtd. (ft)
Min Ch El I ft I
Alpha
Frctn Loss {ft)
C & E Loss (ft)

0.020
109.97
245.70
245.70
2496.39
68.10
10.16
3.61
42852.5
68.31
0.76
7.74
2.00
0.34

0.020
121.03
72.40
72.40
398.27
54.92
5.50
1. 32
6836.6
55.01
0.28
1. 53
0.56
0.14

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: Wash B
REACH: 1

RS: 13

INPUT
Description: XS13
Station Elevation
Elev
Sta
0 3635.3
26.6
3634
37.56 3631.6
51.2 3629.6
58.95 3630.5
75.24 3632.5
93.53 3634.1
127.16 3634.6
132.85 3633.2
144.68 3631.5
160.86 3629.7
173.49 3629.6
185.63 3631.2
190.43 3633.6
208.35 3635.1

Data
Sta
2.88
31.08
37.94
55.59
59.35
76.14
95.22
128.65
134.42
145.16
161.34
183.08
186
197.19
211. 94

numo::
Elev
3635.2
3633.6
3631.54
3629.6
3630.6
3632.6
3634.21
3634.6
3632.6
3631.45
3629.6
3629.6
3631.6
3633.98
3635.31

Manning's n Values
n Val
Sta
Sta
.06 129.08
0

nurn=:
n Val
.035

Bank Sta: Left
129.08

Lengths: Left Channel
108.65 114.16

Right
201.72

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit w.s. fft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

73
Sta
11.34
31.53
43.05
56.81
60.32
77.52
118.98
129.08
142.81
146.85
161.46
183.33
186.54
201.72
218.24

Elev
3634.88
3633.49
3630.6
3629.98
3630.69
3632.84
3634.57
3634.6
3631.72
3631.27
3629.6
3629.91
3632.3
3634.6
3635.38

Sta
13.08
34.26
45.58
56.9
68.14
81.98
120.05
130.04
143.92
152.21
161.49
183.68
186.79
205.97

Elev
3634.79
3632.6
3629.97
3630.01
3631.6
3633.6
3634.58
3634.08
3631.6
363 0. 6
3629.6
3630.12
3632.6
3635.06

Sta
17.2
37.3 5
47.89
58.64
74.41
90.74
120.32
130.84
144.15
154.47
172.11
185.2
187.61
207.26

Elev
3634.6
3631.65
3629.6
3630.42
3632.35
3634.07
3634.6
3633.6
3631.57
3630.37
3629.6
3630.6
3632.87
3635.07

3

Sta
201.72

n val

.06
Right
109.04

Coeff Contr.

.1

Expan.
.3

Profile #PF 1
3635.93
1. 72
3634.21
3634.21
0.018554
3302.00
140.83
9.13
4.61
24241.3
112.70
3629.60
1. 33
1. 59
0.09

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cwn SA (acres)
Page 12

Left OB
0.060
108.65
155.04
155.04
866.71
71.80
5.59
2.16
6362.9
72.67
2. 47
13.81
0.64
0.17

Channel
0.035
114.16
206.53
206.53
2435.29
69.04
11.79
2.99
17878.4
70.93
3.37
39.77
1. 43
0.16

Right OB
109.04

0. 4 6
0.06

-

..

..

..

WashBRevFloodplainl.rep
Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth,

is

not a valid subcritical answer.

RIVER: Wash B
REACH: 1

The program defaulted to critical depth.

RS: 12

INPUT
Description: XS12
Station Elevation
Sta
Elev
0 3632.6
26.57
3631
44.93 3628.6
62.46 3629.6
74.42 3631.4
85.79 3629.6
93.71 3626.6
117.53 3628.2
128.01 3630.6
153.42 3631.6
163.82 3629.6
177.41 3631.6
Manning's n Values
Sta
n Val
.06

0

Bank Sta: Left
74.42

..

Data
Sta
3.78
30.86
53.47
63.19
76.16
87.44
99.92
122.48
129.54
155.57
173.01
181.28
Sta
74.42

Right
129.54
O~PUT

E.G. Elev (ft)
Vel Head (ft)
w.s. Elev (ftl
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total {ft/s)
Max Chl Dpth (ft)
Conv. Total (cfsl
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

•

This indicates that there

CROSS SECTION

CROSS SECTION

-

the calculated water surface came back below critical depth.

num=
Elev

60
Sta

3632.6

3630.6
3628.6
3629.82
3631.28
3628.6
3626.6
3628.6
3631.56
3630.98
3629.6
3632.39

12.41
35.31
59.01
66.84
81.95
88.11
101.85
124.09
129.58
156.46
174.66
182.47

num=
n Val
.035

3
Sta
129.54

Elev
3631.83
3629.81
3628.42
3630.6
3630.6
3628.37
3626.6
3629.17
3631.6
3630.6
3630.07
3632.6

Sta
14.06
36.85
59.92
71.5
85.27
89.86
103.05
126.37
129.97
159.82
175.96
195.57

Elev
3631.71
3629.6
3628.6
3631.45
3629.68
3627.6
3626.69
3629.6
3631.48
3629.87
3630.6
3633.07

Sta
15.89
39.46
61.46
73.05
85.7
90.8
111.18
127.01
131.9
160.85
176.62
199.59

Elev
3631.6
3629.33
3629.36
3631.49
3629.6
3627.33
3627.6
3630.09
3631.6
3629.6
3631.07
3633.17

n Val

.06

Lengths: Left Channel
168.75
154

Right
149.57

Coeff Contr.

Expan.

.1

.3

Profile #PF 1
3633.83
1.43
3632.40
3632.40
0.011037
3302.00
175.29
7.43
5.80
31430.9
154.00
3626.60
1. 67
1. 54
0.06

Element
fdt.

n-Val.

Reach Len. ( ft}
Flow Area (sq ft}
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. ( cfs)
Wetted Per. (ft)
Shear ( lb/ sq f t}
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.060
154.00
147.94
147.94
639.87
68.38
4.33
2.16
6090.7
69.02
1. 48
6.39
0.26

Channel
0. 035
154.00
218.86
218.86
2401.81
55.12
10.97
3.97
22862.2
56.71
2.66
29.18
0.87

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m}. between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there

is
not a valid subcritical answer.

•

•

The program defaulted to

CROSS SECTION
RIVER: Wash B
REACH: 2

RS: 11
Page 13

•

Right OB
0.060
154.00
77.40
77.40
260.32
51.79
3.36
1. 49
2477.9
52.67
1. 01
3 . 41
0.36

cri~ical

depth .

..

-

-

-

•

WashBRevFloodplainl.rep

INPUT
Description: XSll
Station Elevation
Sta
Elev
0 3630.5
16.08 3628.2
27.09 3625.6
35.07 3623.6
67.43 3623.6
73.64 3625.6
78.73 3627.6
78.97 3627.6
118.85 3629.2
133.76 3628.8
144.18
3628
156.17 3626.6
183 . 3 5 3626.6

Data
Sta
2.89
20.08
28.4
35.71
71.42
74.44
78.84
79.14
120.08
136.38
146.49
164.6
194.64
209.87
236.65
272.21
286.9

3627.59
3627.65
3629.19
3628.8
3627.6
3626.6
3626.6
3628.6
3629.28
3629.52
3629.6

Manning's n Values
Sta
n Val
Sta
.06
0
12.36

nurn=
n Val
.035

Bank Sta: Left
12.36

Lengths: Left Channel
158.84 151.98

203.24
234.36
261.21
281.5

3628.6
3629.3
3629.4

3629.6

Right
84.42

CROSS SECTION OUTPUT

num=
Elev
3629.99
3627.6
3625.19
3623.6
3623.6

3626.3

83
Sta
Elev
4.52 3629.6
20.25 3627.54
3624.6
29.74
41.77
3623.6
7!.76 3623.93
74.8 3626.6
78.89 3627.6
84.42 3628.6
121 3629.16
138.22 3628.73
148.98 3626.79
166.17 3626.6
194.7 3626.61
232.24 3629.28
243.4 3629.3
273.17 3629.53
291.64 3629.63

Sta
9.15
22.34
31.07
55.6
72 .64
75.64
78.91
86.6
121.47
141
149.69
171.32
199.64
233.33
251.67
280.85

Elev
3629.02
3626.6
3624.19
3623.6
3624.6
3626.93
3627.6
3628.6
3629.15
3628.6
3626.6
3626.6
3627.6
3629.28
3629.34
3629.57

Sta
12.36
26.24
31.69
64
72.91
78.7
78.92
111.19
124.33
143.47
153.2
180.35
200.41
233.61
255.11
281.13

Elev
3628.6
3625.84
3623.6
3623.6
3625.03
3627.56
3627.61
3629.28
3629.15
3628.15
3626.6
3626.6
3627.85
3629.28
3629.35
3629.57

Sta
141

n Val
. 03 5

Sta
209.87

n Val

5

Sta
86.6

n Val
.06

Right
144.84

Coef£ Contr.
.1

.06
Expan.
.3

Profile #PF 1

E.G. Elev (ft)
Vel Head ( ft)
w.s. Elev (ft)
Crit W.S. (ftl
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total ( ftl s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

3630.09
1. 24
3628.85
3628.85
0.009092
3378.00
170.83
8.42
5. 2 5
35426.5
151.20
3623.60
1.13
1. 61
0. 04

Element
Wt. n-Val.
Reach Len. (ftJ
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ftls)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.060
158.84
0.24
0.24
0.14
1.91
0.59
0.12
1.5
1. 92
0. 07
0.04
1. 50
0.86

Channel
0.035
151.98
273.36
273.36
2636.30
72.06
9.64
3.79
27648.0
74.34
2.09
20.13
7.96
2.79

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 rn). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION

•
•

Right OB
0.035
144.84
127.48
127.48
741.56
96.86
5.82
1.32
7777.0
97.35
0.74
4.32
4.96
3.66

RIVER: Wash B
REACH: 2
INPUT
Description: XS10
Station Elevation Data
Sta
Elev
Sta
0
3630
.15
14.83
11.43 3628.1
3626.41
15.27
15.52
16.44
3623.6
16.66
20.64 3620.9
21.25
36.39 3620.8
38.88
54 .4 3620.6
56.58
62.27 3622.3
64.13
75.34 3622.6
85.94

RS: 10

num=
Elev
3630.02
3627.6
3625.6
3623.28
3620.78
3620.77
3620.91
3622.6
3622.6

61
Sta
2.89
15.04
15.62
17.41
22.68
51.23
56.77
68.07
94. 81

Elev
3 62 9 . 6
3626.78
3624.8
3622.6
3620.76
3620.62
3620.98
3622.6
3622.6

Sta
3.81
15.12
15.74
17.79
24.19
52 .11
57.78
75.15
98.11
Page 14

E1ev
3629.45
3626.6
3624.6
3622.38
3620.7
3620.6
3621.25
3622.6
3623.28

Sta
8.89
15.27
15.82
20.11
36.04
54.06
58.48
75.25
100.65

Elev
3628.6
3626.3
3624.5
3 621. 6
3620.8
3620.6
3621.6
3622.6
3623.6

...

-

-

-

-

-

104.69
114.46
133.69
149.76

3623.9
3625.6
3626.9
3627.2

Manning's n Values
Sta
0

n Val
.06

Bank Sta: Left
15.12

Sta
15.12

Right
126.95

CROSS SECTION OUTPUT

127.39

3627.09
1. 67
3625.42
3625.42
0.012573
3378.00
98.36
10.38
4. 82
30125.4
125.18
3620.60
1. 00
1. 48
0.00

Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ftls)
Max Chl Dpth {ft}
Conv. Total {cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
(ft)

Right

RIVER: Wash B
REACH: 2
INPUT
Description: XS9
Station Elevation
Sta
Elev
0
3625.3
12.66
3623.6
23.83 3621.63
24.77 3621.24
30.99 3618.76
49.85 3618.6
81.12
3620.6
89.14 3622.6
116.37
3621.6
134.6 3622.83
162.74 3623.72
187 . 6 5 3624.02
197.6 3624.11

RS:

Expan.
.3

Element
Wt. n-val.
Reach Len. (ft)
Flow Area {sq ft)
Area {sq ft)
Flow (cfs)
Top Width { ft)
Avg. Vel. (ft/s)
Hydr. Depth {ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power {lb/ft s)
Cum Volume {acre-ft)
Cum SA (acres)

Left OB
127.39

1. 49
0.86

Channel
0.035
125.27
325.37
325.37
3378.00
98.36
10.38
3.31
30125.4
101.03
2.53
26.25
6.92
2.49

Right OB
122.71

4.75
3.50

9

•

CROSS SECTION OUTPUT

Bank Sta: Left
12.36

E.G. Elev { ft)
Vel Head ( ft)
w.s. Elev ( ft)
Crit W.S. ( ft)

Right
89.03

63
Sta
Elev
5.11 3 62 4. 6
14.28 3623.37
23.98 3621.6
25.7 3620.6
35.6 3618.6
69.39 3618.97
85.83 3621.6
92.38 3622.6
129.83
3621.6
148.54, 3623.5
179.61 3623.9
189.4
3 624
200.91 3624.2
3
Sta
89.03

Sta
6.32
19.55
24.04
26.08
36.25
77.2
88.29
104.83
130.9
152.96
180.96
191.25

Elev
3624.48
3622.6
3621.58
3620.39
3618.6
3619.6
3622.29
3622.06
3622.14
3623.6
3623.95
3624.09

Sta
12.36
22.25
24.23
28.3 9
42.81
79.62
89.03
114.3
132.07
160.43
181.62
192.98

Elev
3623.65
3621.92
3621.51
3619.6
3618.6
3620.11
3622.57
3621.6
3622.6
3623.72
3623.96
3624.09

n Val
.06

Lengths: Left Channel
117 .89 124.66

Right
126.17

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3625.30
1. 70
3623.60
3623.60

Element
Wt. n-Va1.
Reach Len. ( ft)
Flow Area (sq ft)
Page 15

•

Coeff Contr.
.1

122.71

CROSS SECTION

num=
n val
.035

•

125.27

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.

Manning's n Values
n Val
Sta
Sta
0
.06
12.36

-

n Val
. 06

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft {0.3 m). between the current and previous cross section.

num=
Elev
3624.91
3623.4
3621.6
3620.9
3618.6
3618.6
3621
3622.6
3621.6
3623.19
3623.77
3624.05
3624.13

-

114.42 3625.6
132.16 3626.85
145.36 3627.17

Profile #PF 1

Data
Sta
2. 85
14.27
23.97
2 5. 38
31.39
64.56
82.49
89.39
120.91
142.78
166.4
189.21
199.12

-

3
Sta
126.95

num=
n Val
.035

Lengths: Left Channel

E.G. Elev fft)
Vel Head (ft)
W.S. Elev (ft)

C & E Loss

WashBRevFloodplainl.rep
114.4 3625.59 114.41
3625.6
126.95 3626.6 131.33 3626.85
141.35 3627.1 142.45 3627.12

111.51
3624.6
122.18 3626.31
139.03 3627.12

Left OB
117.89

Channel
0.035
124.66
290.27

Right 08
0.060
126.17
78.81

-

-

-

-

-

-

-

E.G. Slope (ft/ftl
Q Total (cfs)
Top Width (ft)
Vel Total {ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

WashBRevFloodplain1.rep
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ftls)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. {ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

0.011189
3378.00
140.12
9.15
5.00
31935.0
124.76
3618.60
1. 31
1. 40
0.00

1.49
0.86

290.27
3140.92
76.34
10.82
3.80
29693.7
77.61
2.61
28.27
6. 03
2.24

78.81
237.08
63.78
3.01
1. 24
2241.3
64.05
0.86
2. 59
4.64
3.41

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: Wash B
REACH: 2

RS:

INPUT
Description: XSB
Station Elevation
Sta
Elev
0 3622.5
14.88 3621.6
37.92 3619.6
54.17 3616.87
86.24 3616.6
111.12 3615.6
115.27 3617.6
131.38 3618.88
150.84 3620.83
170.37 3621.24

8

Data
num==
Sta
Elev
.01 3622.5
19.74 3621.4
39.41 3619.3
56.31 3616.6
95.14
3616
112.46
3616
120.87 3618.18
139.24 3619.6
156.27 3620.98
173.76 3621.27

49
Sta

Elev

. 72 3622.46

31.57
42.65
64.95
99.81
112.79
121.83
141.4
161.08
177. 34

3620.75
3618.6
3616.6
3615.7
3616.37
3618.2
3620.11
3 621.1
3621.28

3
Sta
113. 52

n Val
.06

Manning's n Values
Sta
n Val
Sta
0
.06
31.57

num=
n Val
. 03 5

Bank Sta: Left
31.57

Lengths: Left Channel
128.3 134.29

Right
113.52

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head ( ft}
W.S. Elev (ft)
Crit w.s. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ftls)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft}
Alpha
Frctn Loss ( ft)
C & E Loss (ftl

Sta
E1ev
6.05 3622.29
34.25 3620.6
45.33 3618.11
67.58 3616.6
100.78 3615.6
113.52 3616.6
126.3 8 3618.3
143.74 3620.6
162.82 3621.1
180.48 3621.3

Right
137.25

Sta
14.45
36.48
48.36
75.27
103.52
115.07
129.11
149.3
165.91

Coef£ Contr.
.1

Elev
3621.6
3620.02
3617.6
3616.6
3615.6
3617.55
3618.6
3620.81
3621.18

Expan.
.3

Profile #PF 1
3622.24
1. 69
3620.54
3620.54
0.011240
3378.00
109.00
9.66
4.94
31862.3
133.03
3615.60
1.17
1. 41
0.12

Element
Wt. n-Val.
Reach Len. ( £t)
Flow Area (sq ft)
Area (sq ft}
Flow (cfsl
Top Width (ft)
Avg. Vel. (ft/s}
Hydr. Depth (ft)
Conv. (cfs}
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
128.30

1.49
0.86

Channel
0.035
134.29
294.10
294.10
3160.33
79.05
10.75
3.72
29809.1
79.73
2.59
27.81
5.20
2.02

Right OB
0.060
137.25
55.52
55.52
217.67
29.95
3.92
1. 85
2053.2
3 0. 43
1.28
5.02
4.44
3.28

.a

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations .
warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

•

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
Page 16

-

..

-

not a valid subcritical answer.
CROSS SECTION

-

REACH: 2

-

Description: XS7
Station Elevation Data
Sta
Elev
Sta
0
3619
3.17
16.86 3617.6
22.46
37,83
3617.4
39.14
49.53
3617.3
53.25
63.91 3615.2
67.8
82.78 3614.3
83.03
99.48
3616 101.89
124.99 3615.99
129.02
132.41 3613.6 139.18
160.61 3613.6 160.77
164.5 3615,97 165.83
178.19 3617.98
180.5
196.94 3618.39
198.6

-

-

-

RIVER: Wash B

Manning's n Values

Sta
0

•

n Val
.06

Bank Sta: Left
124.99

7

E.G. Elev

num=
Elev
3618.71
3616.91
3617.46
3616.97
3614.6
3614.31
3615.97
3615.6
3613.6
3613.8
3616.6
3618
3618.4

62
Sta
Elev
4.54 3618.6
24.19 3616.92
42.82
3617.6
54. 97 3616.6
72.56 3614.05
84.05
3614.6
104.53 3616.06
129.71 3614.88
144.33 3613.24
162.14
3614.6
167.71 3616.88
182.08 3618.14

num=
Sta
60.59

Right
164.5

CROSS SECTION OUTPUT
(ft)
Vel Head ( ft)
w.s. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
MinCh El {ft)
Alpha
Frctn Loss (ft)
C & E Loss (ftJ

-

RS:

INPUT

-

'.'lashBRevFloodplainl. rep
The program defaulted to critical depth.

Sta
5.18
24.99
42.98
60.59
75.31
86.03
114.66
129.95
158.31
163.62
171.98
184.55

Elev
3618.54
3616.95
3617.6
3615.97
3613.92
3614.82
3616.06
3614.6
3613.6
3615.51
3617.6
3618.31

Sta
13.37
35.27
44.03
61.95
81.75
93.47
122.49
130.21
158.81
163.77
17 5. 09
188.8

Elev
3617.9
3617.23
3617.6
3615.6
3614.22
3615.6
3616.03
3614.37
3613.6
3615.6
3617.87
3618.32

Sta
124.99

n val

Sta
164.5

n Val
.06

5

n Val
.035

Sta

n Val

99.48

.06

Lengths: Left Channel
112.49
118.7

Right
125.25

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3619.46
1. 31
3618.15
3618.15
0.010070
3378.00
171.96
8. 2 8
4.91
33662.6
116.57
3613.24
1. 23
1.17
0.12

Ele'Jlent
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
F1o'N (cfs)
Top ~Vidth ( ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Con'.r. (cfs)
\•Jetted Per. (ft)
Shear flb/sq ft)
St~eam Power (lb/ft s)
C1.L"":1 Volume (acre··ft)
Cu....Tt SA (acres)

Left OB
0.040
112.49
229.48
229.48
1541.34
114.77
6.72
2.00
15359.8
115.24
1. 25
8.41
1.16
0.69

Channel
0.035
118.70
166.86
166.86
1815.58
39.51
10.88
4.22
18092.7
40.88
2.57
27.92
4.49
1.83

Right OB
0.060
125.25
11.44
11.44
21.08
17.68
1. 84
0.65
210.0
17.92
0.40
0.74
4.34
3.20

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for
dditional cross sections.
Warning: During the standard step iterat ons, when the assumed water surface was set equal to critical
This indicates that there
depth, the calculated water sur ace came back below critical depth.
lS

not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION
RIVER: Wash B
REACH: 2

RS:

6

INPUT
Description: XS6
Station Elevation Data
num=
Sta
Elev
Sta
Elev
3616.1
4.67 3615.76
0
11.76 3614.6
17.62 3613.83
22.43 3613.6
36.99 3613.6
61.54 3613.6
61.81 3613.57
78.04 3612.6
84.08 3612.6
97.15 3613.6
99.96 3613.6

86
Sta
Elev
6.28
3615.6
19.01
3613.6
42.4
3 613.6
64.44 3613.26
90.06 3613.47
105.88
3613.6

Sta
6.53
19.89
44.3
65.13
90.92
108.94
Page 17

•

.035

Elev
3615.6
3613.6
3613.6
3613.2
3613.6
3613.6

Elev
Sta
7.06 3615.47
20.23 3613.6
55.56 3613.6
70.7 3612.6
92.7
3613.6
116.59 3612.9

-

.
..
..

..

-

119.31
144.89
149.19
160.79
187.02
190.67
200.65
224.48
238.02
260.9
272.58
300.3

3612.6
3612.5
3614.6
3615.6
3614.1
3612.5
3613.6
3615.1
3614.8
3615.6
3615.6
3616

119.69 3612.44
145.19 3612.6
150.76 3614.82
174.48 3615.6
187.41 3613.88
191.16
3 612 . 6
205.19 3614.53
227.69 3614.97
239.13 3614.8
261.86 3615.6
273.84 3615.6

\·iashBRevFloodplainl. rep
121.19
3611.6
128.7 3611.6
145.64 3612.76 147.76 3613.6
151 3614.85
156.5 3615.5
176.66 3615.43
178.2 3615.29
188.54 3613.6 188.78 3613.48
196.86
3612.6 197.06 3612.69
205.47
3614.6
212.7 3614.6
229.38 3614.94 233.86 3614.85
250.2 3615.15 253.83 3615.3
262.6
3615.6 269.68 3615.6
284.6 3615.6 288.31 3615.6

Manning's n Values
sta
n Val
Sta
0
.06
61.54
188. 54
.035
250.2

nurn=
n Val
. 035
.06

Bank Sta: Left
108.94

Lengths: Left Cha!l.nel
109.52 118.87

Right
147.76

CROSS SECTION OUTPUT

142.33
148.93
157.31
185.39
190.19
197.37
222.71
234.84
259.58
270.18
288.64

3611.6

3614.39
3615.6
3614.6
3612.6
3612.79
3615.09
3614.82
3615.6
3615.6
3615.6

7

Sta

n Val

Sta

90.92

.06

108.94

n val
. 035

Right
125.84

Sta
147.76

Coeff Contr.
.1

n Val
.06
Expan.
.3

Profile #PF 1

E.G. Elev (ft)
Vel Head I ftl
w.s. E1ev (ft)
Crit W.S. 1ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total ( ft!s)
Max Chl Dpth ( ft)
Conv. Total (cfs)
Length Wtd. I ft I
Min Ch El ( ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

3616.79
0.92
3615.87
3615.87
0.009969
3378.00
293.20
6.54
4.27
33832.8
119.13
3611.60
1. 38
1. 41
0. 01

Element
Wt. r:.-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ftJ
Flo·.,· (cfs)
Top ·.-:.:dth ( ft)
Avg. Vel. (ft/s)
Hyd~. Depth { ft)
Co::-,v. (cfs)
We~ted Per.
1ft)
Shear (lb/sq ft)
Strea.-n Power (lb/ft s)
Cum Volume (acre-ft)
Cwn SA (acres)

Left OB
0.046
109.52
242.47
242.47
1384.83
105.73
5.71
2.29
13870.0
106.04
1. 42
8.13
0.55
0.40

Channel
0.035
118.87
143.62
143.62
1440.01
38.82
10.03
3.70
14422.6
39.48
2.26
22.70
4.06
1. 73

Right OB
0.038
125.84
13 0. 54
130.54
553.16
148.65
4.24
0.88
5540.2
149.81
0.54
2.30
4.13
2.96

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was g~eater than 1.0 ft (0.3 m). between the current and previous cross section.

•

This may indicate the need for add.:tional cross sections.
Warning: During the standard step iterat.:or:.s, when the assumed water surface was set equal to critical
depth, the calculated ·,.:ater surface came back below critical depth.
This indicates that there
is
not a valid subcritica~ answer.
~~e program defaulted to critical depth.

•

•

..
.
•

•
•

CROSS SECTION
RIVER: Wash B
REACH: 2
INPUT
Description: xss
Station Elevation
Sta
Elev
0 3615.5
42.15 3613.5
58.6 3611.7
94.77
3611.6
122.91 3609.6
151.7 3610.6
162.06 3613.1
162.7 3613.1
172.83 3610.9
184.57 3609.6
199.41 3610.6
206.99 3612.6
227.69
3611
232.62 3609.6
248.93 3610.6
269.43 3612.4
283.06 3613.6
294.19 3613.6

RS:

Data

Sta
3.72
46.27
58.89
94.95
124.02
153.51
162.09
163.17
174. 84
196.11
201. 13
218.74
228.77
240.36
252.5
271.79
284.92
304.08

5

nurn=
Elev
3615.29
3612.6
3611.66
3611.6
3609.6
3611.48
3613.1
3613.03
3610.6
3609.6
3610.98
3612.6
3610.6
3609.6
3610.6
3612.6
3613.6
3613.6

101

Sta
15.39
52.05
62.76
98.5
136.64
153.57
162.1
168.88
175.55
196.19
201.59
220.6
229. 16
240.46
252.67
277.85
288.17
308.25

Elev
3614.6
3611.93
36.:..1.77
36:1.33
3609.6
3611.6
3613.1
3612.6
3610.56
3609.6
3611.09
3612.6
36!0.35
3609.6
3610.6
3613.35
3613.6
3613.6

Sta
24.57
54.51
63.64
108.57
149.26
153.59
162.12
169.76
175.87
196.24
203.46
221.71
231.95
243.92
254.21
280.03
288.71
319.45
Page 18

Elev
3614.25
3611.77
3611.77
3610.6
3609.6
3611.61
3613.1
3612.45
3610.52
3609.6
3611.6
3612.41
3609.6
3610.46
3610.69
3613.6
3613.6
3613.6

Sta
41.48
57.01
78.18
119.62
149.91
157. 17
162.18
172.09
182.87
196.44
204.45
225.79
232.26
244.93
260.78
281.27
292.61
347.09

Elev
3613.6
3611.72
3611.6
3609.91
3609.99
3612.6
3613.09
3611.6
3609.89
3609.66
3611.84
3611.6
3609.6
3610.6
3611.6
3613.6
3613.6
3614.23

-

-

-

349.46
361.38
400.8

3614.3
3614.2
3614.5

352.47 3614.24
383.88 3614.27

WashBRevFloodplainl.rep
355.74 3614.24 356.99 3614.24
397.48 3614.43 398.94 3614.44

361.05 3614.25
400.2 3614.45

5
Sta
157. 17

Sta
280.03

Manning's n Values
Sta
n Val
Sta
0
.06
42.15

num=

Bank Sta: Left

Right

46.27

157.17

Lengths: Left Channel
144.72 149.86

CROSS SECTION OUTPUT

(ft/s)

Max Chl Dpth (ft)
Conv, Total (cfs)
Length Wtd. ( ft J
MinCh El (ft)
Alpha
Frctn Loss { ft)
C & E Loss

.035

n Val
.045

Sta
168.88

n Val
.035

Right
155.12

Coeff Contr.
.1

n Val
. 06
Expan.
.3

Profile #PF 1

E.G. Elev (ft)
Vel Head ( ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total

n Val

(ft)

3613.91
0. 97

3612.94
3612.94
0.014319
3378.00
225.91
7.90
3.34
28230.0
152.20
3609.60
1. 00
1. 99
0.01

Element
Wt.

n-val.

Reach Len. ( ft)
Flow Area (sq ft)
Area {sq Et)
Flow (cfs)
Top Width (ft)
Avg. Vel. ( ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq Et)
Stream Power {lb/ft S)
Cum Volume {acre-ft)
Cum SA (acres)

Left OB
0.035
144.72
0.26
0.26
0.40
1. 55
1. 53
0.17
3.4
1. 59
0.15
0.23
0.24
0.27

Channel
0.035
149.86
224.83
224.83
1821.43
110.90
8.10
2.03
15221.7
111.65
1. 80
14.58
3.56
1. 52

Right 08

0.035
155.12
202.52
202.52
1556.17
113.46
7.68
1. 79
13004.9
115.10
1. 57
12.09
3.65
2.58

-

Warning: The energy equation cou~a not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

_.

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical a~swer.
The program defaulted to critical depth.

-

CROSS SECTION
RIVER: Wash 8
REACH: 2
INPUT
Description: XS4
Station Elevation
Elev
Sta
0 3613.1
30.62 3611.2
51.65
3 609
79.45 3608.9
113.62 3606.6
133.48 3606.8
143.95 3609.6
164.96 3609.8
184.21 3608.6
196.67 3606.7
206.88 3607.5
211.31 3608.7
239.07
3609.8
262.95 3608.9
265.62
3 608
271.15 3606.6
280.74 3607.7
308.23 3610.6
338.26 3611.6
3612
370.03

RS: 4

Data
Sta
. 35
40.73
53.17
83.62
114.66
138.26
144.16
165.57
184.54
197.33
207.06
213.59
242.54
263.76
265.98
274.4
283.41
336.95
339.26
376.05

num=
Elev
3613 .1
3610.6
3608.6
3608.6
3606.52
3 6 07 . 6
3609.6
3609.75
3608.6
3606.6
3607.53
3609.6
3609.89
3608.73
3607.76
3606.6
3608.6
3611.55
3611.6
3612.09

99
Sta
11.04
46.73
54.65
98.82
130.87
139.38
151.1
178.55
185.68
197.57
2 07. 22
217.51
244. 02
263.9
266.28
276.47
285.99
337.51
354.5
379

Elev
3612.6
3609.89
3608.6
3607.94
3606.38
3607.99
3609.6
3609.67
3608.41
3606.6
3607.6
3609.6
3609.92
3608.7
3607.6
3606.6
3609.27
3611.57
3611.86
3612.11

Sta
18.15
49.94
63.72
106.93
131.07
141.69
153
179.26
190.46
204.98
2 07. 8 8
224.88
260.04
264.06
267.62
278.95
287.01
337.94
356.39
379.36

Elev
3612.09
3609.6
3608.6
3607.6
3606.38
3608.6
3609.6
3609.6
3607.6
3606.6
3607.8
3609.6
3609.69
3608.68
3607.37
3607.13
3609.6
3611.58
3611.87
3612.11

Sta
24.23
50.98
70.14
112. 3 7
132.51
143.76
153.06
183.52
191.92
205.97
210.98
237.26
261.09
264.24
270.28
280.42
293.17
338.11
366.38

Elev
3611.6
3609.21
3608.6
3606.74
3606.6
3609.58
3609.6
3608.79
3607.4
3607.04
3608.6
3609.85
3609.6
3608.6
3606.85
3607.6
3609.88
3611.58
3612.01

•

Manning's n Values
n Val
Sta
Sta
49.94
0
.06
261.09
.035 287.01

num=
n Val
.035
.06

7
Sta
143.95

n Val
.06

Sta
179.26

n Val
.035

Sta
213.59

n Val
.06

•

Bank Sta: Left

Lengths:

-

•

Right

Left Channel

Right
Page 19

Coeff Contr.

Expan.

-

..

49.94

143.95

CROSS SECTION OUTPUT

123.94

w.s.

Head

Elev 1ft)

1ft)

E.G. Slope (ft/ft)
Q Total {cfs)

0.012039
3378.00
259.12

Top Width I ftl
Vel Total (ftis)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. I ft I
Min Ch El ( ft)
Alpha
Frctn Loss
C & E Loss

7.62
3.93
30787.1
106.95

Conv.

0.060
123.94
2.59
2.59
3.69

6.80
1. 42

0.38
33.6

(cfs)

Wetted Per. ( ft)
Shear ( lb/sq ft)
Stream Power ( lb/ ft S)
CLL'n Volume (acre-ft)
Cum SA (acres)

3606.38
1. 04
1. 43
0.01

(ft)
( ft)

Left OB

Elerr.ent
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq f t )
Area lsq ftl
Flow (cfs)
Top Width (ft)
Avg. Vel. { ftls)
Hydr. Depth 1ft)

3611.25
0.94
3610.32
3610.32

(ft)

Crit w.s.

.1

.3

Profile #PF 1

E.G. Elev (ft)

Vel

\•JashBRevFloodplainl .rep
110.73
100.1

6. 84
0.28
0.41
0.24
0.26

Channel
0.035
110.73
229.03
229.03
1921.52
94.01

8.39
2.44
17512.7
94.75
1. 82
15.24
2.78
1.17

Right OB
0.037

100.10
211.64
211.64
1452.80

158.31
6.86
1. 34
13240.8
160.08
0.99
6.82
2.92
2.10

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 rn). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water sur=ace came back below critical depth.
This indicates that there
18

-

..

-

-

-

not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION
RIVER: Wash B
REACH: 2

RS: 3

INPUT
Description: XS3
Station Elevation
Sta
Elev
0 3612.4
23.15 3609.9
38 .4 5 3607.6
51.64
3606.4
65.65 3605.6
71.05 3604.6
91.64
3604.6
113.26 3605.1
117.13
3607.6
139.73 3606.6
172.6 3607.6
195.15 3608.6
218.06 3606.6
228 3606.6
247.43 3604.6
262.1
3605.7
275.41
3607.7
310.25
3608.8
3 42 . 2 6
3609

Data

Sta
10.11
26.69
40.14
54.09
66.43
86.95
97.37
114.16
130.33

157
173.54
200.9
224.51
239.67
250.78
264.75
287.66
314.37
347.82

Manning's n Values
Sta
n Val

0

.06

Bank Sta: Left
33.55

Sta
33.55

Right
177.9

CROSS SECTION OUTPUT
E.G. Elev ( ft)

Vel Head ( ft)

w.s. Elev (ft)
Crit W.S. ( ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total ( ftls)

nurnoo:
Elev
3611.6
3609.6
3607.09
3606.6
3605.24
3604.52
3604.6
3605.6
3607.6
3606.6
3607.78
3608.6
3606.6
3606.6
3604.6
3606.6
3608.33
3608.8
3609.03

95
Sta

Elev
11.73 3611.38
32.49 3608.75
42 3606.6
55. 08 3606.6
68.31 3604.79
90.06 3604.53
106.48
3604.6
114.43 3605.78
133.48 3607.99
163.54
3606.6
177.9
3608.6
213.68 3607.68
226.68
3606.6
241.87 3605.97
258.08
3604.6
273.84 3607.57
289.36 3608.38
326.5 3608.89
356.46 3609.06

nurnoo:
n Val
. 03 5

5
Sta
177.9

:1

Sta
16.48
33.55
45.24
57.49
69.65
90.33
109.83
115.71
135. 82
164.99
184 . 3 8
214.51
227.09
242.77
261.43
273.97
289.77
328.93
360.21

Val

Sta

.06

200.9

Lengths: Left Cha:1nel
135.43
141.32

Right
124.65

Sta

Elev
3610.6
3608.6
3606.6
3606.6
3604.6
3604.53
3604.6
3606.6
3607.6
3606.69
3608.6
3607.6
3606.68
3605.6
3605.48
3607.6
3608.39
3608.91
3609.07

16.5
33.83
49.05
58.84
70.11
90.39
112.29
116.14
138.9
165.3
194.4
215.2
227.28
245.52
261.99
274.3
295.82
332.21
366.27

Elev
3610.6
3608.55
3606.6
3606.35
3 6 04 . 6
3604.53
3604.6
3606.95
3606.83
3606.72
3608.6
3607.39
3606.68
3604.98
3605.6
3607.63
3608.6
3608.94
3609.07

n Val
. 03 5

Sta

n Val

295.82

.06

Coeff Contr.

.1

Expan.

.3

Profile #PF 1
3609.21
1. 01
3608.20
3608.20
0.014989
3378.00
219.04
8.02

Ele:nent
:1 ·Val.
Reach Len. ( f t)
Flo·,; Area (sq ft)
Area (sq ft)
Flow {cfs)
Top T,"lidth ( ft)
Avg. Vel. ( ft!s)

Left OB

Wt.

Page 20

141.32

Channel
0.035
135.43
289.65
289.65
2423.09
140.27
8.37

Right OE
0.035
124.65
131.48
131.48
954.91
78.77
7.26

-

-

-

..

Conv. Total (cfs)
Length Wtd. ( f t )
Min Ch El ( ft)

131.17

3604.52
1.01

Alpha
Frctn Loss ( ft)
C & E Loss 1ft)

1. 61

0.01

RIVER: Wash B
REACH: 2
INPUT
Description: XS2
Station Elevation
Sta
Elev
0 3607.3
20.12
3605
30.32 3602.67
36.02 3601.6
49.85 3601.93
61.21
3603
79.37 3604.6
92.08 3603.6
104.44 3604.6
140.48 3604.21
147.25 3603.73
157.81 3604.6
170.11 3604.6
190.25 3605.6
203.39 3605.53
220.3 3602.6
242.13 3604.21
264.26 3606.25
308.12 3606.93

...

...

Bank Sta: Left
22.6

...

..

Right
69.65

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head ( ftJ
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length 11'/td. ( ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

93
Sta

E1ev

7. 72 3606.49

22.6 3604.6
32.65 3602.12
44.17 3601.6
55.82 3602.3
68.05 3604.3
84.04 3603.6
93.38 3603.6
114.9 3604.6
144.82 3603.8
154.95 3604.3
165.9 3604.6
170.44 3604.6
202.29 3605.6
215.76 3603.9
236.32 3602.6
24 7. 55 3605.3
291.12 3606.7
324.6 3607.1

Sta
8.51
24.89
33.83
44.42
58.42
69.65
85.73
95.69
130.05
145.34
156.31
166.55
172.87
202.35
216.82
238.05
248.32
291.83

Elev
3606.42
3604.12
3601.6
3601.6
3602.6
3604.6
3603.6
3603.82
3604.6
3603.74
3604.41
3604.6
3605.07
3605.62
3603.6
3603.4
3605.6
3606.72

Sta
16.13
25.95
34.03
46.31
60.85
78.79
90.49
104.14
139.3
146.88
157.21
168.06
175.54
202.94
220.22
238.83
259.29
294.62

Elev
3605.6
3603.6
3601.6
3601.7
3602.94
3604.6
3603.6
3604.6
3604.6
3603.77
3604.5
3604.6
3605.6
3605.6
3602.62
3603.6
3606.06
3606.76

2.52
1. 83

Sta
172.87

n Val
.06

Sta
213.45

n Val

6

Sta
69.65

n Val
.045

Lengths: Left Channel
139.23
146.5

Right
166.81

Coeff Contr.
.1

.035
Expan .
.3

Profile #PF 1
3607.07
0.98
3606.09
3606.09
0.010267
3378.00
248.40
7.08
4.49
33338.1
156.26
3601.60
1.27
1. 71
0.05

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft J
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Ctun SA (acres)

Left OB
0.043
139.23
7.39
7.39
21.74
11.00
2.94
0.67
214.5
11.10
0.43
1. 25
0.22
0.23

Channel
0.035
146.50
165.48
165.48
1631.10
47.05
9.86
3.52
16097.7
47.71
2.22
21.91
1. 41
0.58

Right OB
0. 041
166.81
304.56
304.56
1725.16
190.3 5
5.66
1. 60
17025.9
191.51
1. 02
5.77
1. 90
1. 44

Warning: The energy equation could not be balanced within the specified nwnber of iterations.
Page 21

-

0.87

11.23

RS: 2

nwn=
n Val
.035

-

D. 23
0 .25

1. 91
15.98
2.12

CROSS SECTION

Manning's n Values
Sta
n Val
Sta
20.36
0
.06
242 .13
.06

...

141.86

1. 67
7799.8
79.60
1. 55

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.

num:
Elev
3606.6
3605
3602.6
3601.6
3602.2
3603.6
3604.54
3603.6
3604.6
3603.93
3603.68
3604.6
3604.6
3605.6
3604.6
3602.6
3604.6
3606.6
3607.04

...

2.06
19792.0

Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

Data
Sta
6.66
20.36
30.59
41.21
53.82
64.47
79.65
92.55
107.45
142.63
149.16
165.61
170.29
200
213.45
220.34
243.89
284.15
318.55

-

WashBRevFloodplainl. rep
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear (lb/sq ft)
Stream Power ( lb/ ft s)
Cwn Volume (acre- ft)
Cum SA (acres)

3.68
27591.8

Max Chl Dpth ( ft)

The

-

..

-

-

..

..

WashBRevFloodplainl.rep
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section .

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: Wash B
REACH~

2

INPUT
Description: XS1
Station Elevation
Sta
Elev
0 3605.1
12.35 3603.6
19.97 3602.6
39.63
3600.6
85.07 3601.4
88.75
3601.9
115.83 3602.7
142.79 3602.6
156.52 3602.5
239.14
3601.6
264.72
3601.3
294.04
3601.2
326.03
3 603
369.04
3604.6
390.28 3605.1

1

num=

Data
Sta
2.56
12.35
26.68
43.07
85.12
99.58
116.28
149.84
225.32
251.14
266.95
297.84
335.57
371.21

Elev
3604.6
3603.62
3601.94
3600
3601.38
3602.52
3602.71
3602.42
3602.46
3601.6
3601.23
3601.25
3603.6
3604.6

71
Sta
2.58
12.38
29.16
80.91
85.54
100.63
130.01
150.7
227.03
256.36
270.75
304.29
337.79
373.02

3604.6
3603.62
3601.6
3600
3601.6
3602.59
3602.74
3602.43
3602.47
3601.6
3601.08
3601.6
3603.76
3604.64

Sta
6
12.47
31.92
81.46
86.14
101.04
139.71
153. 56
228.22
263.2
278.78
313.52
346.68
378.4

Elev
3604.31
3603.6
3601.23
3600.24
3601.72
3602.6
3602.65
3602.48
3602.48
3601.6
3600.96
3602.2
3603.96
3604.86

Sta
7.82
12.66
34.77
83.31
86.7
111 . 36
140.21
154.01
23 5. 24
263. 41
2 80. 51
318 .09
352 .43
381. 77

Elev
3604.18
3603.57
3601.02
3600.6
3601.78
3602.69
3602.65
3602.48
3602.16
3601.31
3600.94
3602.6
3604.16
3604.88

Manning's n Values
Sta
Sta
n Val
.06
19.97
0

nurn=
n Val
. 035

5
Sta
101.04

n Val
.06

Sta
228.22

n Val
.035

Sta
318.09

n Val
.06

Bank Sta: Left
19.97

Right
101.04

CROSS SECTION OUTPUT
E.G. Elev ( ft)
Vel Head (ft)
w.s. Elev ( ft)
Crit w.s. (ft)
E.G. Slope (ft!ft)
Q Total (cfs)
Top Width I ftl
Vel Total ( ft/s)
Max Chl Dpth I ft I
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss ( ft)

Elev

Lengths: Left Channel
221.98 180.43

Right
102.77

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3604.29
0. 82
3603.46
3603.46
0.011658
3378.00
319.93
6.60
3.46
31285.8
142.30
3600.00
1. 22
1. 87
0.07

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (Sq ft)
Area ( sq ft)
Flow (c fs)
Top Width ( ft)
Avg. Vel. ( ft/s)
Hydr. Depth 1ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear (lb/sq ft)
Stream Power ( lb/ ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.060
221.98
2.81
2.81
4.26
6.51
1. 52
0.43
39.5
6.56
0.31
0.47
0.21
0. 20

Channel
0.035
180.43
212.35
212.35
1841.83
81.07
8.67
2.62
17058.4
81.58
1. 89
16.43
0. 78
0. 3 6

Right OB
0.040
102.77
296.53
296.53
1531.90
232.36
5.17
1. 28
14187.9
232.64
0.93
4.79
0.75
0.63

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program selected the water surface that had the least amount of error between computed and
assumed values.
warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritica1 answer.
The program defaulted to critical depth.

..

CROSS SECTION

-

RIVER: Wash B
REACH: 2

-

RS:

RS: 0
Page 22

..
..
..

-

...

..

-

-

-

..
..

WashBRevFloodplainl.rep

INPUT

Description: XSO
Station Elevation Data
nurn"'
Sta
Elev
Sta
Elev
0 3603.3
6.89 3602.97
37.23
3601.7
39.83
3601.6
66.65 3600.6 109.29
3600
581.98
3604
638.35 3605.27

17
Sta

Elev
3602.1
51.43 3601.08
204.37
3600

29.96

Manning's n Values
Sta
n Val
Sta
0
.06 109.29

nurn=

Bank Sta: Left
109.29

coeff Contr.

Right
204.37

CROSS SECTION OUTPUT

n Val

.035

Sta
Elev
33.54 3601.9
56.1 3600.95
469.66
3601

Sta
Elev
36.57 3601.76
60.47 3600.8
525.6
3602

3

Sta
469.66

n Val

.06
Expan.

.1

.3

Profile #PF 1

E.G. Elev (ft)
Vel Head ( ftl
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft J
MinCh El (ftl
Alpha
Frctn Loss (ft)
C & E Loss (ft)

3602.32
0.61
3601.71
3601.71
0.014908
3378.00
472.50
5.85
1. 71
27666.5

Element
Wt. n-Va1.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres}

3600.00
1.14

Left OB
0.060
77.97
77.97
248.05
72.21
3.18
1. 08
2031.6
72.24
1. 00
3.20

Channel
0.035
162.93
162.93
1209.43
95.08
7.42
1. 71
9905.5
95.08
1. 59
11.84

Right OB
0.035
336.21
336.21
1920.52
305.21
5. 71
1.10
15729.4
305.22
1. 03
5.86

CROSS SECTION
RIVER: Wash C
REACH: 1

RS: 10

INPUT
Description: XSlO
Station Elevation
Sta
Elev
0 3656.1
22.61 3653.9
32 3653.6
36.85 3653.4
50.05 3651.3
58.13 3649.6
81.29 3650.6
96.43 3653.4
109.38 3653.9
129 3654.6
3654.6
132.84
142.2 3654.3
152.84 3653.6
177.08 3651.4
200.62 3649.9
211.4
3650.6
3652.8
214.3
219.37 3654.6
238.87 3656.6
Manning's n Values
Sta
n Val
0

.06

Bank Sta: Left
50.05

Data
Sta
3.69
23.89
32.4
39.7 6
52.97
72.1
82.31
98.48
116.4
129.91
133.64
145.94
153.37
180.08
203.46
211.51
217.07
223.23
247.19

nurn=
E1ev
3655.6
3653.87
3653.6
3653.13
3650.6
3649.6
3650.86
3653.53
3654.19
3654.61
3654.59
3654.09
3653.46
3651.35
3649.6
3650.68
3653.56
3655.21
3656.84

94
Sta
9.1
26.16
33.84
43.5
54.12
75.41
85.29
98.88
119.63
132.1
135.66
150.64
156.36
181.78
206.9
212.77
217.25
225.82
254.68

Sta
50.05

num=
n Val
.035

Sta
85.29

Right
85.29

CROSS SECTION OUTPUT
E.G. Elev ( f t )
Vel Head (ftl
W.S. Elev (ft)
Crit W.S. (ft)

Elev
3655.07
3653.7
3653.6
3652.6
3650.39
3649.6
3651.6
3653.55
3654.42
3654.61
3654.54
3653.83
3652.6
3651.3
3649.6
3651.6
3653.6
3655.6
3657.05

Sta
14.11
26.45
35.62
45.65
54.28
75.87
87.57
103.36
119.74
132.14
136.36
151.71
164.71
185.23
208.41
213.33
217.27
230.05
263.73

Elev
3654.6
3653.67
3653.55
3652.18
3650.37
3649.6
3652.19
3653.6
3654.42
3654.61
3654.52
3653.76
3651.81
3651.14
3649.6
3652.32
3653.62
3655.93
3657.29

Sta
15.51
31.15
36.02
48.8
54.38
76.15
88.88
105.84
121.07
132.43
140.6
152.04
169.84
196.13
210.48
213.7
217.41
238.61

Elev
3654.6
3653.66
3653.52
3651.6
3650.36
3649.63
3652.6
3653.66
3654.46
3654.6
3654.38
3653.73
3651.6
3650.6
3650.37
3652.6
3653.69
3656.6

n Val

Sta
181.78

n Val
.035

Sta
212.77

n Val

5

.06

Lengths: Left Channel
193.93
193.16

Right
192.64

Coeff Contr.
.1

.06
Expan.
.3

Profile #PF 1
3652.16
0.59
3651.57
3651.57

Element
1·/t. n-Val.
Reach Len. (ft)
FlO'.-.r Area (sq ft)
Page 2 3

Left OB
0.060
193.93
0.15

Channel
0.035
193.16
54.07

Right OB
0.035
192.64
36.02

-

-

-

-

E.G. Slope ( f t l f t )
Q Total (cfsl
Top Width ( ft)
Vel Total ( ft/sJ
Max Chl Dpth I ft I
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El (ft)
Alpha
Frctn Loss I ftl
C & E Loss lftl

WashBRevFloodplainl.rep
Area lsq ft I
Flow (cfs)
Top Width (ft)
Avg. VeL (ft/s)
Hydr. Depth (ft)

0.013939
544.00
77.92
6.03
1. 97
4607.6
193.07
3649.60
1. OS

Conv.

(cfs)

Wetted Per. I ft I
Shear (lb/sq ftJ
Stream Power {lb/ft sl
Cwn Volume (acre-ft)
Cum SA (acres)

2.48
0.01

0.15
0.11
1.11
0.75
0.13
0.9
1.15
0.11
0.08
0.20
0.25

54.07
358.79
35.11
6.64
1. 54
3038.9
35.50
1.33
8.80
2.97
0.90

36.02
185.10
41.70

5.14
0.86
1567.7
42.28
0.74
3.81
0.42
0.18

warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: Wash C
REACH: 1

RS: 9

INPUT
Description: XS9
Station Elevation
Sta
Elev
0 3652.2
12.24 3650.9
29.71 3649.3
47.12 3647.7
60.67 3646.1
67.32 3644.6
92.72 3644.6
103.1 3645.6
111.28 3647.7
116.96 3650.6
137.19 3651.8

Data
Sta

54
Sta
Elev
5.82 3651.6
15.21 3650.54
40.7 3648.6
50 3647.6
63.97 3645.6
83.26 3644.6
100.02 3644.6
105.24 3646.6
114.96 3649.58
126.73 3651.6
149.38 3652.09

14.9
39.49
49.45
62.87
81.84
98.66
103.33
113.26
126.33
145

num=
Elev
3652.15
3650.6
3648.6
3647.64
3645.77
3644.6
3644.6
3645.71
3648.6
3651.53
3651.96

Manning's n Values
Sta
n Val
Sta
60.67
0
.06

num=
n val
.035

Bank Sta: Left
60.67

Lengths: Left Channel
170.96 154.16

.48

Right
103.33

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
w.s. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total {cfs)
Top Width {ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. {ft)
Min Ch El { f t)
Alpha
Frctn Loss (ft)
C & E Loss (ftl

3
Sta
103.33

Sta
6.58
16.82
40.72
55.75
66.02
87.4
101.21
110.51
114.99
126.79
151.31

Sta
7.56
25.24
42.67
56.47
67.02
91.16
102.59
111.03
115.06
129.36

Elev
3651.51
3650.42
3648.6
3646.74
3645.01
3644.6
3644.6
3647.48
3649.6
3651.6
3652.13

Elev
3651.42
3649.6
3648.35
3646.6
3644.69
3644.75
3645.36
3647.6
3649.63
3651.6

n Val

.06
Right
141.35

Coeff Contr.
.1

Expan .
.3

Profile #PF 1
3647.35
0.74
3646.61
3646.50
0.011910
544.00
48.92
6.76
2.01
4984.7
154.16
3644.60
1. 04
1. 97
0.05

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area {sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Netted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume {acre-ft)
Cum SA (acres)

Left OB
0.060
170.96
1.11
1.11
1. 21
4.27
1. 09
0.26
11.1
4.30
0.19
0.21
0.20
0.24

Channel
0.035
154 . 16
78.44
78.44
541.50
42.66
6.90
1. 84
4961.8
43.13
1. 35
9.34
2.68
0.73

Right OB
0.060
141.35
0.88
0.88
1.29
1. 99
1. 47
0.44
11.8
2.19
0. 30
0.44
0.34
0.09

warning: The velocity head has changed by more than 0.5 ft (0.15 m).
This may indicate the need for
additional cross sections.
warning: The energy loss was greater than 1.0 ft (0.3 m}. between the current and previous cross section.
This may indicate the need for additional cross sections.
Page 24

...

...

...

WashBRevFloodplainl.rep
CROSS SECTION
RIVER: Wash C

-

-

..

-

-

-

-

REACH: 1

RS:

8

INPUT
Description: XSB
Station Elevation Data
Sta
Elev
Sta
0 3649.3
2.85
7.58 3647.6
7.97
10.98 3645.1
12.34
16.53 3642.6
18.67
22.14 3640.7
22.57
33.46 3641.6
34.94
40.33 3644.2
41.8
47.86 3646.6
48.53
57.08 3647.6
60.44

88.64

3647.9
n Val
.06

Bank Sta: Left
14.66

3641.89

3640.6
3642.37
3644.6

3646.73
3647.6
92.12 3648.01

Manning's n Values
Sta
0

nuro=
Elev
3648.6
3647.33
3644.6

nurn"'

Sta
14.66
Right
38.71

CROSS SECTION OUTPUT
E.G. Elev {ft)
Vel Head ( ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

n val
.035

49
Sta
3.67
8.62
13.81
19.78
29.55
35.32
43.12
48.62
72.31
95.3

Elev
3648.36
3646.6

3643.92
3641.6
3640.6
3642.6

3645.13
3646.74
3647.6
3648.06

Sta
Elev
7.32 3647.69
8.84 3646.47
14.66 3643.6
20.57 3641.27
31.28 3640.6
36.67 3643.03
44.57 3645.6
49.93 3646.91
79.55 3647.6
98.04 3648.14

Sta
7.43
10.23
16.15
21.05
31.84
38.71
46.75
56.02
81.9

Elev
3647.66
3645.6
3642.77
3641.13
3640.82
3643.6
3646.27
3647.6
3647.6

3

Sta
38.71

n Val
.06

Lengths: Left Channel
157.66 186.52

Right
211.94

Coeff Contr.
.1

Expan.

.3

Profile #PF 1
3645.33
1. 24
3644.08
3644.08
0.013802
544.00
26.56
8. 87
3.48
4630.5
186.11
3640.60
1. 02
2.36
0.08

Element
Wt. n-Val.
Reach Len. {ft)
Flow Area {sq ft)
Area (sq ft)
Flow (cfs)
Top Width ( ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. {cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.060
157.66
0.30
0. 30
0.34
1. 21
1.11
0.25
2.9
1. 30
0.20
0.22
0.19
0.23

Channel
0.035
186.52
60.70
60.70
543.32
24.05
8.95
2.52
4624.7
25.25
2. 07
18.54
2.43
0.61

Right 08
0.060
211.94
0.32
0.32
0.34
1.31
1.08
0.24
2.9
1. 39
0.20
0.21
0. 34
0.08

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program selected the water surface that had the least amount of error between computed and
assumed values.
Warning: The energy loss was greater than 1.0 ft (0.3 m}. between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: Wash C
REACH: 1

RS: 7

INPUT
Description: XS7
Station Elevation Data
nurn"'
Sta
Elev
Sta
Elev
0
3645.2
6.06 3644.6
15.23 3642.6
19.7 3642.35
43
3641.3
60.66 3640.6
70.73
3639
73.78 3638.6
87.71 3640.13
86.89 3639.6
93.18 3642.5
93.43
3642.6
97.9 3644.6
97.09 3644.6
3644.6
110.79 3644.6 113.83
Manning's n Values

num==

39
Sta
7.89
23.82
64.8
82.86
88.18
94.07
99.84
115.9

Elev
3644.23
3642.11
3639.83
3638.6
3640.6
3642.9
3644.6
3645.01

Sta
Elev
10.63 3643.6
31.78 3641.6
66 3639.6
85.72 3638.6
89.27 3641.14
95.37 3643.6
104.47 3644.6
118.53 364';i ._42

3
Page 25

Sta
11.84
34.29
70.19
85.87
90.19
96.83
106.56

Elev
3643.11
3641.58
3639.1
3638.72
3641.6
3644.41
3644.6

-

-

-

-

-

-

-

WashBRevFloodplainl.rep
Sta
0

n Val
.06

Bank Sta: Left
60.66

Sta
60.66

Right

n Val
.06

Right
153.55

Coeff Contr.
.1

Expan.

.3

Profile #PF 1

3642.48
0.97
3641.51

E.G. Elev 1ft)

Vel Head

Sta
88.18

Lengths: Left Channel
150.57 191.51

88.18

CROSS SECTION OUTPUT

n Val
.035

( ft)

w.s.

Elev I ft)
Crit W.S. 1ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total ( ftls)
Max Chl Dpth { ft)
Conv. Total (cfsl
Length Wtd. (ft)
Min Ch El 1ft)
Alpha
Frctn Loss (ft)
C & E Loss I ft)

3641.51

0.011663
544.00
53.60
7.05
2.91
5037.3
190.69
3638.60
1. 25
2.36
0.01

Element
Wt. n-Val.
Reach Len. I ft)
Flow Area (sq ft)

Area

{sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)

Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear (lb/sq ft)
Stream Power ( lb/ ft S)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.060
150.57
10.62
10.62
16.36
24.24
1. 54
0.44
151.5
24.26
0.32
0.49
0.17
0.18

Channel
0. 035

191.51
65.66
65.66
526.40
27.52
8.02
2.39
4874.4
28.40
1. 68
13.50
2.16
0.50

Right 08

0.060
153.55
0.84
0.84
1. 23
1. 83
1. 47

0.46
11.4
2.05
0.30
0.44
0.34
0.07

Warning: The energy equat~on could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface carne back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: Wash C
REACH: 1

RS:

6

INPUT
Description: XS6
nurn::o
Station Elevation Data
E1ev
Sta
E1ev
Sta
.64 3643.6
0 3643.7
14.02 3640.9
14.43 3640.6
18.55 3637.96
17.51 3638.6
22.93 3635.6
22.75 3635.7
42.7 3636.6
39.3.8 3635.8
55.53 3639.4
52.16 3638.6
62.06 3641.1
64.11 3641.6
77.4 3642.6
73.99 3642.6
98.93 3643.3
Manning's n Values
Sta
n Val
Sta
0
.06
18.55
Bank Sta: Left
18.55

Right
45.09

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total {ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)

num=
n Val
.035

41
Sta
1. 59
15.6
19.23
31.16
43.18
56.21
68.68
79.4

Elev
3643.47
3639.66
3637.6
3635.6
3636.98
3639.6
3642.09
3642.6

Sta
Elev
5.34 3642.8
15.7 3639.6
19.68 3637.27
38.15 3635.6
45.09
3637.6
57.65 3639.9
71 .15 3642.33
80. 65 3642.6

Sta
12.58
15.92
21. 31
39.25
50.36
60.19
71.88
91.08

Elev
3641.6
3639.53
3636.6
3635.82
3638.24
3640.6
3642.39
3642.6

3

Sta
45.09

n val
.06

Lengths: Left Channel
130.09 130.14

Right
130.27

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3639.53
1.11
3638.42
3638.42
0.013124
544.00
33.43
8.20
2.82
4748.6
130.14
3635.60
1. 07
1. 6 5

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs}
Top Width (ft)
Avg. Vel. (ftls}
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft}
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre- ft)
Page 26

Left OB
0.060
130.09
0.17
0.17
0.16
0.74
0.95
0.23
1.4
0.87
0.16
0.15
0.15

Channel
0. 035
130.14
63.50
63.50
539.47
26.54
8.50
2.39
47_09.1
27.50
1. 89
16.07
1. 88

Right OB
0.060
130.27
2.69
2.69
4.37
6.15
1. 62
0.44
38.1
6.20
0.36
0.58
0. 33

..

-

-

-

-

WashBRevFloodplainl.rep
C & E Loss

0.02

(ft)

Cum SA

(acres)

0.14

0.38

0.06

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION

RIVER: Wash C
REACH: 1

RS: 5

INPUT
Description: XSS
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0 3644.1
1.3 3643.6
8.01 3641.8
9.27 3641.6
15.7 3639.6
16.98 3639.08
23.79 3636.9
24.16 3636.6
28.95 3634.6
29 3634.57
42.87 3633.2
43.92 3633.25
46.52 3633.9
48.49 3634.6
52.77 3636.6
53.75 3637.05
56.74 3638.6
56.95 3638.7
66.11 3640.6
79.22 3641.44
93.9 3642.3

51
Sta

11.22
18.34
25.97
29.69
44.12
50.28
54.78
58.53
82.13

Elev
3643.6
3640.87
3638.6
3635.83
3634.27
3633.27
3635.38
3637.6
3639.6
3641.6

3
Sta
48.49

n Val
.06

1. 35

Elev

Sta

2. 41 3643.33

4. 92

Sta

11.99
18.98
26.25
31.32
44.87
50.65
56.5
60.79
86.54

3640.6
3638.4
3635.6
3633.6
3633.33
3635.6
3638.43
3640.11
3642.01

14.16
21.21
28.88
36.26
46.15
50.81
56.52
65.33
92.79

Elev
3642.6
3640.04
3637.6
3634.64
3632.96
3633.6
3635.83
3638.54
3640.6
3642.24

-

Manning's n Values
Sta
n Val
Sta
.06
0
28.88

num=
n Val
.035

Bank Sta: Left
28.88

Lengths: Left Channel
153.03 144.35

-

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
This indicates that there
depth, the calculated water surface came back below critical depth.

-

CROSS SECTION

•

Right
48.49

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head ( ft)
w.s. Elev (ft)
Crit w.s. (ft)
E.G. Slope (ft/ft)
Q Total (cfs}
Top Width (ft)
Vel Total (ftls}
Max Chl Dpth (ft}
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Right
134.75

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3637.63
1. 32
3636.32
3636.32
0.012186
544.00
27.22
8.60
3.36
4927.9
144.36
3632.96
1.15
1. 90
0.04

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ftls)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ftl
Cum SA (acres)

Left OB
0.060
153.03
3.60
3.60
8.58
4.05
2.39
0.89
77.8
4.41
0.62
1.48
0.15
0.13

Channel
0.035
144.35
56.59
56.59
528.34
19.61
9.34
2.89
4786.0
20.13
2.14
19.97
1. 70
0.31

Right OB
0.060
134.75
3.08
3.08
7.08
3.56
2.30
0.87
64.1
4.00
0.59
1. 35
0.32
0.05

Warning: The energy equation could not be balanced within the specified number of iterations. The
program selected the water surface that had the least amount of error between computed and
assumed values.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

is

not a valid subcritical answer.

RIVER: Wash C
REACH: 1

The program defaulted to critical depth.

RS: 4
Page 27

-

-

l"lashBRevFloodplainl. rep

INPUT
Description: XS4
Station Elevation Data
Sta
Elev
Sta
0 3638.4
.25
22.85 3637.6
24.32
33.74 3636.3
38.13
46.19 3633.6
48.24
52.61 3631.4
54.22
62.24 3631.2
64.87
67.9 3633.1
69.37
71.43 3634.6
72.81
83.41 3636.6
87.05
102.73 3638.6 109.33

47
Sta
8.68
25.11
39.71
50.25
57.59
66.14
70
73
89.23

nwn=

Elev
3638.35
3637.6
3635.6
3633.22

3630.6
3631.6
3633.6
3635.47
3637.14
3639.12

Elev
3638.14
3637.44
3635.2
3632.6

3630.6
3632.35
3633.91
3635.6
3637.38

Manning's n Values
Sta
n Val
Sta
0
.06
44.51

num=
n Val
.035

Bank Sta: Left
44.51

Lengths: Left Channel
134 .36 150.52

Right
70.36

CROSS SECTION OUTPUT

3
Sta
70.36

Sta
9.74
28.62
40.99
51.17
61.25
66.88
70.27
73.86
89.69

Elev

Sta
15.64
31. 52
44.51
52.24
62.02
67.71
70.3 6
74.17
95. 58

3638.12

3637.01
3634.6
3632.09

3630.6
3632.6
3 634

3635.68
3637.6

Elev
3638.03
3636.6
3634.04
3631.6
3630.87
3633.01
3634.07
3635.7
3638.04

n Val
.06
Right
157.85

Coeff Contr.
.1

Expan.
.3

Profile #PF 1

E.G. Elev ( ft)
Vel Head ( ft)
w.s. Elev I ftl
Crit W.S. ( ft)
E.G. Slope (ft/ft)
Q Total (cfs}
Top Width ( ft)
Vel Total ( ft/s)
Max Chl Dpth ( ft)
Conv. Total (cfs)
Length Wtd. I ft I
Min Ch El I ftl
Alpha
Frctn Loss (ft)
C & E Loss ( ft)

3635.54
1.19
3634.34
3634.34
0.014265
544.00
28.31
8.72
3.74
4554.7
150.14
3630.60
1. 01
1. 77
0.06

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area {sq ft)
Flow (cfs)
Top ~-iidth (ft)
Avg. Vel. { ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. ( f t)
Shear (lb/sq ft)
Stream Power {lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.060
134.36
0.29
0.29
0.24
1. 91
0.83
0.15
2.0
1. 93
0.13
0.11
0.14
0.12

Channel
0.035
150. 52
62.05
62.05
543.70
25.85
8.76
2. 40
4552.3
27.32
2.02
17.72
1. 50
0.24

Right OB
0.060
157.85
0.08
0.08
0.05
0.55
0.73
0.14
0.5
0.62
0.11
0.08
0.32
0.04

..

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

..

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
T~e program defaulted to critical depth.

..

-

-

CROSS SECTION
RIVER: Wash C
REACH: 1

RS: 3

INPUT
Description: XS3
Station Elevation Data
nurn=
Sta
Elev
Sta
Elev
0 3637.1
2.39 3636.77
9.85 3635.6
10.01 3635.55
21.86 3632.6
22.01 3632.6
52. 95 3631.2
57. 55 3630.6
65.31 3628.6
67.88 3628.6
75.27 3630.44
73.67
3629.6
77.3
3 632
78.9 3632.6
85.46 3634.4
85.94 3634.54
95.35 3635.4
95.46 3635.47
97.82 3635.7
99.16 3635.79

49
Sta
2.97
12.09
30.03
59.02
68.35
75.46
80.41
86.12
95.66
108.23

Elev
3636.69
3634.6
3631.95
3630.06
3628.6
3630.6
3633.24
3634.6
3635.5
3636.6

3
Sta
75.27

n Val
.06

Hanning's n Values
n Val
Sta
Sta
.06
52.95
0

num=
n Val
.035

Bank Sta: Left
52.95

Lengths: Left Channel
157.22 150.87

Right
75.27

Sta
3.45
12.68
44.77
60.01
71.53
75.6
82.73
87.04
96.22
114.16

Right
134.9
Page 28

Elev
3636.6
3634.29
3631.6
3629.6
3628.6
3630.76
3633.6
3634.69
3635.54
3637.08

Sta
9.38
14.05
49.88
62.44
72.17
76.38
83.91
94.18
96.84

Coeff Contr.
.1

Elev
3635.66
3633.6
3631.6
3629.16
3629.22
3631.6
3633.97
3635.29
3635.6

Expan.
.3

-

-

-

-

-

-

-

WashBRevFloodplainl.rep
CROSS SECTION OUTPUT

Profile lfPF 1

E.G. Elev ( ft)
Vel Head (ft)
w.s. Elev ( ft J

3633.32
0.99
3632.34
3632.34

Crit W.S. ( ft)
E.G. Slope (ftlft)

Q Total

0.009895
544.00
52.91
6.75
3.73
5468.7
150.93
3628.60
1. 39
0.75
0.16

(cfs)

Top Width I ftl
Vel Total ( ft/s)
Max Chl Dpth 1ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El ( ft)
Alpha
Frctn Loss ( ft)
C & E Loss I ft)

Element
Wt. n~Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ftJ
Flow (cfs)
Top Width I ft I
Avg. Vel. fft/sl
Hydr. Depth (ft)

conv.

(cfs)

Wetted Per. 1ft)
Shear (lb/sq ftl
Stream Power ( lb/ ft S)
Cum Volume ( acre-ft)
Cum SA (acres)

Left OB
0.060
157.22
15.79
15.79
26.74
27.67
1. 69
0.57
268.8
27.72
0.35
0.60
0.12
0.08

Channel
0.035
150.87

62.64
62.64

513.57
22.32
8. 20

2.81
5162.8
23.16
1. 67

13.70
1. 29
0.15

Right OB
0.060
134.90
2.12
2.12
3.69
2.92
1. 74
0.72
37.1
3.56
0.37
0.64
0.31
0.03

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m).
This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: Wash C
REACH: 1

RS: 2

INPUT
Description: XS2
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0 3633.6
.8 3633.6
6.7 3633.6
8.02 3633.54
17.73
3633
17.94 3633.01
23.95 3631.6
24.86 3630.6
26.69 3628.6
26.7 3628.6
32.23 3626.6
43 . 3 3626.6
52.03 3628.3
52.19 3628.49
54.15 3630.1
54.71 3630.6
59.27 3632.6
58.53 3632.4
Manning's n Values
Sta
n Val
0
. 06
Bank Sta: Left
26.7

Sta
26.7

Right
52. 3

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head ( ft l
W.S. Elev (ft)
Crit W.S. (ftJ
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ftl
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft l
Min Ch El ( f t l
Alpha
Frctn Loss (ft)
C & E Loss (ft)

nurn=
n Val
.035

45

Elev
Sta
1. 98 3633.6
8.39 3633.54
22.65 3632.6
25.47
3630
29.08 3627.6
49.56 3626.6
52.3 3628.6
55.26 3630.91
76.58 3632.6

Sta
2.64
8.68
23.81
2 5. 64
30.46
51.14
53.37
56.2
81.09

Elev
3633.64
3633.53
3631.68
3629.6
3626.9
3627.33
3629.22
3631. 6
3632.6

Sta
5.08
9.72
23.92
25.74
30.92
51.43
53.75
57.13
83.37

Elev
3633.6
3633.47
3631.6
3629.39
3626.86
3627.6
3629.6
3631.99
3632.6

3

Sta
52.3

n Val
.06

Lengths: Left Channel
127.38 122.54

Right
118.47

Coeff Contr.
.1

Expa."l.

.3

Profile #PF 1
3631.15
0.47
3630.69
0.002980
544.00
30.09
5.29
4. 09
9966.1
122.53
3626.60
1.07
0.16
0.09

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/S)
Hydr. Depth (ftl
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume {acre-ft)
Cum SA (acres)
Page 29

Left OB
0.060
127.38
2.14
2.14
2.37
1. 92
1.11
1.11
43.4
2.89
0.14
0.15
0.08
0.02

Channel
0.035
122.54
97.77
97.77
538.02
25.60
5.50
3.82
9856.6
26.7 2
0.68
3.75
1. 01
0. 07

Right OB
0.060
118.47
2.92
2.92
3.61
2.57
1. 23
1.14
66.1
3.35
0.16
0. 20
0.31
0.02

-

-

•

WashBRevFloodplainl.rep
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
CROSS SECTION

RIVER: Wash C
REACH: 1

RS:

INPUT
Description: XSl
Station Elevation Data
Sta
Elev
Sta
0 3632.6
2.08
12.65 3630.1
15.13
23.17
3627.6
23.27
26.29 3625.6
26.3
36.4 3624.7
40.5
49.6 3626.6
51.7
56.35
3628.6
57.63
64.3 3630.5
64.39
82.93 3632.4
84.34

-

-

num=
Elev
3632.16
3629.6
3627.5
3625.6
3624.97
3627.54
3628.6
3630.6
3632.53

43
Sta

Elev

5. 87

3631.6
18.05 3628.65
23.72 3627.03
31.71 3624.67
45.1
3625.4
51.83
3627.6
59.28 3629.05
68.7 3631.31
85.36
3632.6

Manning's n values
Sta
n Val
Sta
.06
24.45
0

num=

Bank Sta: Left
24.45

Lengths: Left Channel
125.01
142.96

Right
49.6

CROSS SECTION OUTPUT

-

1

E.G. Elev (ft)
Vel Head ( ftl
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfsJ
Top Width (ft)
Vel Total (ftls)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

n Val
.035

3
Sta
49.6

8.8 3631.02
18.25
24.08
34.22
47
54.27
60.22
69.65

Right
160.67

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3630.91
0.17
3630.74
0. 000720
544.00
55.76
2.77
6.06
20269.4
142.96
3624.67
1.45
0.71
0.11

Element
Wt. n-Val.
Reach Len. {ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. {ft)
Shear {lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Warning: The velocity head has changed by more than 0.5 ft
additional cross sections.

•

3628.6
3626.78
3624.68
3625.6
3628.16
3629.19
3631.45

Sta
Elev
9.75 3630.6
22.39 3627.76
24.45 3626.6
35.7 3624.69
47.72 3625.85
55.79 3628.6
61.57 3629.6
3631.6
70.69

n Val
.06

-

-

Elev

Sta

Page 30

Left OB
0.060
142.96
26.16
26.16
24.40
15. 00
0.93
1. 74
909.1
15.74
0.07
0.07
0. 04

(0.15 m).

Channel
0.035
142.96
139.01
139.01
487.95
25.15
3.51

5.53
18181.0
25.71
0.24
0.85
0.68

Right OB
0.060
142.96
31.00
31.00
31.65
15.61
1. 02
1. 99
1179.3
16.28
0.09
0.09
0. 2 6

This may indicate the need for

-

-

-

-

6

---------

4~t------

·a

-

-

-

•

•

13.1
/

•

/14

/ 15
/

/

/

/16

/

/

/

/

'17.1

-

-

-

-

-

-

-

Plan· Plan 01

•

1 AS· 20
3649.41

Vel Head (It)

0.27

W.S. Elev (ft)

3649.13
3649.13

Grit W.S. (ft)
E.G. Slope (fVft)

0.023021

Profile· PF 1
Element

Wt. n-Val.

=t

Reach Len. (ft)
Flow Area (sq ft)

Left~
0.060

Channel

Right08

0.035

0.060

__163.51·1=- 171.59

179.62

18.18

20.50

Area (sq fl)

18.18

20.50

30.88

Flow (cis)

40.71

112.55

72.73
62.20

30.88

Q Total (cis)

226.00

Top Width (ft)

127.72

Top Width (ft)

39.48

26.04

Vel Total (fVs)

3.25

Avg. Vel. (fVs)

2.24

5.49

2.36

Max Chi Dpth (ft)

0.86

Hydr. Depth (ft)

0.46

0.79

0.50

Conv. Total (cis)

1489.5

Conv. (cis)

268.3

741.8

479.4

Length Wtd. (ft)

171.76

Wetted Per. (ft)

39.49

26.04

62.21

3648.27

Shear (lb/sq fl)

0.66

1.13

0.71

Min Ch El (ft)
Alpha

1.68

Stream Power (lb/ft s)

1.48

6.21

1.68

Frein Loss (ft)

2.67

Cum Volume (acre-ft)

1.07

2.02

0.74

C & E Loss (ft)

0.03

Cum SA (acres)

2.19

1.10

Errors Warnings and Notes

-~

--::----cc---:-

The energy equation could not be balanced within the specified number of iterations. The
(program used critical_ depth for the water surface and continued on with th~ calculations.
i T~e

"--------1

conveyance ratio (upstream conveyance divided by downstrea~ conveyance)~less than

_J

·, 0.7 or greater than 1.4. This may i~dicate the need for additional cross sections.

~rning:

i.

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

IThis may indicate the need for additional cross sections.
Warning:

I,

During the standard step

iteratio~s.

when the assumed water surface was set equal to critical

idepth, the calculated water surface came back below critical depth. This indicates that there is
!

not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

WashD

1 RS· 19

E.G. Elev (ft)

Profile· PF 1

Vel Head (It)

3645.081 Element
0.60 WI. n-Val.

W.S. Elev (ft)

3644.<\!l_~each

Grit

w.s.

(ft)

----:c3644.48

E.G. Slope (fVft)

Flow Area (sq It)

i Area (sq ft)
226.00 i Flow (cis)

36~TopWi_dth (ft)

Top Width (ft)
Vel Total (fVs)
Conv. Total (cfs)

Length Wid. (ft)
Min Ch El (ft)

C & E Loss (fl)

0.060

10.17
28.19
3.75
29.62 r---188.64 f-------7 ·74

__

-~

2.91

6.69

Hydr. Depth (fl)

0.64

1.83

2134.71 Conv. (cis)
196.53 . Wetted Per. (ft)

279.8

1781.8

0.73
73.1

16.40

15.52

5.38

I Shear (lb/sq ft)

0 43

1 2l

0.49

8.50
1 92

1 01
0 67_

004

Errors Warning_s and Notes

O.Q35

196.40
194.97
1~870
__j __1_(0I_ _ _28._~ -- 3l5_

I Avg. Vel. (fVs)

1 341 Stream Power (lb/ft s)
1 81 Cum Volume (acre-ft)

Frein loss (ft)

Right 08

Channel

0.042

15.38

3642 60

Alpha

Left 08

15.92

5.37
1 .88

Max Chi Dpth (ft)

I _ 1 26
1 02

~um SA~cres)__ ~=~OBI

_

1 02_

2.06

=~ 104 J

- - - - - - - - - - - - --·--:-·----c---=-----,

energy equation could not be b~lanced !Vithin the specified_ number of iterations. The

Warning:

1The

Warning:

I Divided flow

1

Len. (It)

0.011209

Q Total (cis)

program used critical depth for the water surface and continued on with the calculation.::-sc:_.- - - - - - j
computed for fhis- cross-section.
----·---

[Wa~~ng: -~-The ~ergy loss was gre~t~_!_~~~-1.0__ft (0:_~ m).- betwe~-;:;-jh~_~ur~~~~~_pj~~-i~~ c~~ss section.
~--- ____,_Th_is_may_in_d_icate_ the ~ed -~~ddi_tio_na_l_cro_s_s_sections.
arning:

•

WashD

E.G. Elev (ft)

fl'l - -

_

__ ··-- _ - - - - - - - c -

!During the standard step iterations, when the assumed water surface was set equal to crit"ic-=ac-1----1
-~-:------- - - - - - - - - - - - - - · - - - - - - - - - - - - - ·

___________ ?_epth, th.e calculated_~t.~-~-~~~---C::~~e ~ack be~w c~£~~~~_et~_This~?rcat_es ~!.!_.~~-there •s

t _ __ ____

! not a ~~~~subcri!~~~ ~~~~~

T_~ P~?J!_ram ~_efa~l~?____!?_c~~i~~J dept~--- __

I

____________j

-

-

-

Plan· Plan 01

E.G. Elev (ft)
Vel Head (ft)

W.S. Elev (ft)

-

-

Crit W.S. (It)
E.G. Slope (ft/ft)
Q Total (cfs)

Top Width (ft)
Vel Total (ft/s)

Max Chi Dpth (ft)
Conv. Total (cfs)

-

WashO

Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

3641.32
0.46
3640.87
3640.87
0.007693
226.00
79.70
4.07
2.27
2576.7
251.48
3638.60
1.78
3.67
0.08

Left DB-Channel

Element

Wt.n-Val.

Right DB

0.036
236.29
-------31.49 ~
9.58
9.58
31.49
185.84
24.78
15.53
22.12
5.90
2.59
2.03
0.43
2118.8
282.5
15.79
22.17
o.96 I
_Q3_1_
5.65T
0.54
0.64
1.79 1
0.95
0.98

0.035'
____cl:Q6Q_ -·-·-----+----

Reach Len. (It)
Flow Area (sq ft)
Area (sq ft)

251.09 I

262.07

::~~ --

Flow (cfs)
Top Width (ft)
Avg. Vel. (ftls)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)

Cum SA (acres)

15.39
42.05
1.06
0.34
175.5
42.10
0.16
0.18
0.96
1.95

I

program use? critical depth for the water surface and continued on with the calculations.
Warning:

The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than

0. 7 or greater than 1.4. This :nay_ indicate the need for additio_nal cross

section~.

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

!Warning:

This may indicate the need for additional cross sections.
Warning:

During the standard step iterations, when the assumed water suriace was set equal to critical
depth, the calculated water suriace came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

WashD

E.G. Elev (ft)
Vel Head (ft)

W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ftlft)
Q Total (cfs)

Top Width (ft)
Vel Total (ft/s)

Max Chi Dpth (ft)

-

Profile· PF 1

Errors Warnings and Notes
Warning:
The energy equation could not be balanced within the specified number of iterations. The

..

-

1 RS· 18

Conv. Total (cfs)

Length Wtd. (ft)
Min Ch El (ft)

1 AS· 17 1

3636.08
0.20
3635.88
3635.88
0.037784
226.00
184.58
3.03
0.51
1162.7
34.00

Profile· PF 1

I Element

Left DB

Reach Len. (ft)

---=-·
FlowArea (sq ft)

Channe1_ Right DB
0.060
0.035 '
34.00 '
34.00
34.00'
40.42
12.74
21.55
21.55
40.42
12.74
105.84
67.06
53.10
100.77 r-------·25.00 -,-58.81
5.26 I
2.62
2.46
0.40
0.37
o.51 I
544.5
273.2
345.0!
100.77
25.00 i
58.82

~~

Wt. n-Val.
__

Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ftls)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)

1

L

3635.37 Shear (lb/sq ft)
0.95
1.4ll Stream Power (lblft s)---~-

Alpha
Frein Loss (ft)

r--::--~--c-

C & E Loss (ft)

0.83

--

Cum Volume (acre-ft)

--

0.80

1.20~
2.13

-83:3;"
1.66 '

----:-=t---~--

__D.02_[ CumSA~res)_ _ _j____152 ~- 0.83 ·

0.55
-o:761
~

~rnin~~::~~r~~:quation coul·d·· ~otb~ b~l~-;:;~d withi;th~Pecif]e~~~~~~~-

L_

program selected the Y"ater sUii~Ge that had the leas~mount of error between computed and

l----

assumed value~ _ _ _ _ _ _______________________ _

lWarn1ng __ ~~e conveyance rat1o (ups~am <29n~eyance~v1ded by ~ownstr~~m £~'2~yance)
7 or greater than 1 4 Th1s may 1nd1cate the need for additional cross sect1ons.

~

--+Q

IS

less t~

Warn~'!._g___ .lQ!:!__nng the standard step ~rat1ons_.__ when the ~ssumed water surface was~~qual~nt1cal-:-_

•
•

l9epth, the~lculated water s~rf~c~c~me back be~w critiCal dept!!_ _I~~~~nd1cat~~ that there 1s

. _

___

[ _

_ _ _ Lnot a v~d~bcnt1~_!_ a~~~~ The _p~oQr::~m-~faulted

t~ ~JtJcal_d~_p~~-

_

_

_______ _

...

-

Plan· Plan 01

-

WashD

Vel Head (ft)

0.12

-,

W .S. Elev (It)

1

-

Length Wtd. (ft)

Q Total (cfs)

Top Width (ft)
Vel Total (ftls)
Max Chi Dpth (ft)
Conv. Total (cfs)
Min Ch El (ft)

3634.92
0.017012
226.00
185.63
2.36
0.63
1732.7
188.35
3634.41

i

os ---channel

Right 08

0.035
0.060
190.98
168.57
-15.70
43.29
-43.29
15.70
63.78
85.43
90.65
25.00
1.97
4.06
0.48
0.63
655.0
489.0
90.65
25.00
-0~51
0.67
2.71
-0.76
1.65
1.45
0.81

0.060
208.44
36.62
36.62
76.79
69.98
2.10
0.52
588.7
69.99
0.56
1.17
0.53
0.71

Left

Wt. n-Val.

3635.04 1 Reach Len. (ft)

E.G. Slope (fVft)

-

Profile· PF 1

3635.1? -j Ele~ent

Crit W.S. (ft)

...

1 RS· 17 0

E.G. Elev (ft)

Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ftis)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)

Alpha

~Stream Power (lb/ft s)

Frctn Loss (ft)

2.06 j Cum Volume {acre-ft)

C & E Loss (ft)

0.03

~~

I Cum SA (acres)

Errors Warnings and Notes
The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than

!Warning:

0.7 or greater than 1.4. This may Indicate the need for additional cross sections.

1

~c------:c·-­

1

LW_a_r_ni_ng: --~--e_n_e_rg_y_lo_s_s_wa_s_g~ater _than 1.0 ft {0.3 m). between the current and P_ccre"v"ioccuc:s.ccc.roc:.s:csc.s=-e=cc:ctic:o.cn:...__j'

-

I

E.G. Elev (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)

Top Width (ft)
1

..

..

Vel Total (ft/s)
Max Chi Dpth (ft)

Conv. Total (cfs)
Length Wtd. (ft)

I Min Ch El (ft)
Alpha
Frctn Loss (ft)

...

WashD

Vel Head (ft)

-

-

This may indicate the need~ additional cros~ect1~----- _________ _

Plan· Plan 01

-

-

1

C & E Loss (ft)

1 AS· 16

Profile· PF 1
3633.07 I Element
0.41 I Wt. n-Val.
3632.66 Reach Len. (ft)
3632.66 Flow Area (sq ft)
0.007635 1 Area (sq ft)
226.00 :' Flow (cfs)

Left OB

Channel

Right OB

0.055
188.09
24.84
24.84
29.80

0.035
200.76

0.060
201.94
2.30
2.30
-::-::2.99

==+-

105.81 ! Top Width (ft)
3.64 1. Avg. Vel. (ftls)
2.06 Hydr. Depth(tt)--

82,~--

!

-~

18.881
1.20
5.54 !
1.3_~
·--030=1-:85-1---0.48

1

------~-

2586.4 i Conv. (cfs)
197.45, Wetted Per. (ft)
3630.60 I Shear (lb/sq ft)
1.99 Stream Power (lb/ft s)
2.48 Cum Volume (acre-ft)
0.02 Cum SA (acres~

34.88
34.88
193.21

I

341.0
82.20
0.14
0.17
0.63
1.11

2211.1 ,
34.2
19.12 :-·-49~
0.87;
0.22
4821-·· 0.29
1.54
0.72 I

0.43
0.53

The energy equation could not b':_ b~Janced within the spe cified number of iterations. The
program used critical depth for the water surface and centinued on with the calculations.
----·
IWarnin9:
-\ Di~~~putedfOr this cros~~~-ction. - - --··-~9~- The conveyance ratio (upstrea_rn ~~:>nveya~ct;i by downstream conveyance) is Jess than
1

~ng: __

L_____
~ng:

0.7 or greater than 1.4. This may indicate the need for add ltional cross sections.
The energy

l~ss wa; g~e-;t9r than-1~t{Q.3 m).

between the current and previous cross section.

This may indicate the need for ad~iti~~al cross sections.

-

During the standard step it~ra!io_n~.Y_-"hen the a_s_sumed wa ter surface was set equal to critical

al depth. This indicates that there is
l_______ ~pth, the calc~lated w_~er_~!!_rf_ace 9af!le ba0_ below criti~- - - ------- - - - - -

ri~~al d~pt~ _____________
not a vali~~criti~~~~r._!~_E!:?gra_~ defaulted_!~~

..
-

-

Plan· Plan 01

-

-

..

..

-

WI. n-Val.

Channel
Right 06
0.03.5.+---=-0·=06:::0'--1

0.060

+-----

.c2=0=6·c:.O.c4.~----"2"0"-3.-'0c:-1-t-_1_:.9:c5.-:c6~8
-·- --~~---'1-'6-=.2:=0+----"3'-'.0:.::5-1

Reach Len. (It)

33.98
89.27

16.20
129.15

3.05
7.57
5.81

Top Width (ft)

78.61

Top Width (It)

60.62

12.17

Vel Total (fVs)

4.25

Avg. Vel. (fVs)

2.63

7.97

2.49

Max Chi Dpth (ft)

1.62

Hydr. Depth (It)

0.56

1.33

0.52

Conv. Total (cfs)

1448.4

572.1

827.7

48.5

0. 78

Conv. (cfs)

f-L:.:e:.:n:.:gt:.:h:.:W:.:t=d~.(=ft~)-+--2c·0~3.c.7:.:1~W-ett"e:.:d~P=-e~r.~(~ft)~--~---6~0~.6~4+--~1~2~.2~7+-~5~.90~
Min Ch El (It)

3626.96

Shear (lb/sq ft)

0.85

2.01

Stream Power (lblft s)

2.24

16.00

1.95

f-F:.:r:.::c::_tn:.:L~o,:.::s=s-'(ft
2)'--+---~:.!IJCum Volume (acre-It)

0.50
0.80

1.42
0.65

0.42
0.51

f-A::'I-"'p'-'ha=:--_-c-:_ _+ ___2::.·_:.18=-

LC:.:.c&:.:E::.=L=os:.:s_(~ft,_)__~----00_. _:.00_99\·Cum SA (acres)
Errors Warnings and Notes
Warning:

The energy equati'?n could not be balanced within the specified number of iterations. The
program used criticai._C!_~th for the water surface ~nd continued on with the calculations.

~:

~

The conveyance ratio (upstream
I

Warning:

1

r---

conveyan~e

divided by downstream conveyance) is less than

0.7 or greater than 1.4. This may indicate th~ need for additional cross sections.

.

The enerQY loss was greater than 1.0 ft (0.3 m). between _the current and previous cross section.
This may indicate the need for additional cross sections.

Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

WashD

I E.G. Elev (It)

1 AS· 14

I

Vel Head (ft)
~-S.

Elev (It)
Grit w.s. (It)

E.G. Slope (fVft)

- t-·

3624.52
0.31
3624.21

Profile· PF 1
Element
WI. n-Val.
Reach Len. (It)

1---:3624.21 , Flow Area (sq It)
0.01 078~Area (sq ft_)_ _ _
226.00 I Flow (cfs)
110.09 1 Top Width (It)

Q Total (cfs)

Top Width (It)
Vel Total (fVs)

-

-

0.6t

1-C:::r_,.it_,_W:..:·=S:.:.(c:-ft,_)---l--3_6_2_8._5~- Flow Area (sq It)

>

-

Profile· PF 1

)--=E.'::G"-..::cScclo.c:p-=.e-"(fV=f2t)__+--'0"-.0::.:2=:--4-=.34_:.6:-t-A::-r.ce.c.a_,_(s'-'q'-cft"-)-----+Q Total (cfs)
226.00 Flow (cfs)

..

-

1 RS· 15

f-w=.s=·=E'-'Ie-'v-'(f"'t)_ _+-·=36=2=8,.58

-

-

WashD

--+--'3:.::6:--2=9--.~1=9~Tfi';E:Ie;;m;;e;;n;;t;;;;;;;;;;;;;;;;;;;;;;;l;;;;_:L=eft 06

f-=E'-'.G:.:.-'E::.Ie:.:v'-'("'ft'--)
Vel Head (ft)

Avg. Vel. (fVs)

-+

1

-

Left 06

Channel

0.044

0.035

Right 06'
0.060

159.86

154.71

151.57

27.47

31~

27.47

31.66

54.59

162.61 1

69.03

25.00
5.14 :
1.27

1.99

.

6.35
6.35]
8.79 I
-~
1.38

Max Chi Dpth (ft)

3.45
1.61

Conv. Total (cfs)

2176.4

Conv. (cfs)

525.7

1566.0

84.7

Length Wtd. (It)

155.37

Wetted Per. (It)

25.17

16.07

i

3622.60

Shear (lb/sq ft)

I

69.05

- 0.27

I

Stream Power (lblft s)

'

Min Ch El (It)
Alpha

1.68

0.40

Hydr. Depth (It)

3S~m

o.27 -

0.85__(_

0.53

4.35 'i

~-

c£'ctn Loss (It) _ _ _ 0
Volume (acr_e_:ftll_ 0
C & E Loss (It)
0.07~um SA (acres)
_j __ _(l50

_

0.40

O.m

1.31 ' _ _ 0.40:
0.56
0.46 j
1

Errors Warnings and Notes
!Warning:

l

The energy equ~-co~id_ not be balanced -~h~~~cifi~~r of iterations. The

---f'p:'rc..o,gram used

~r:!_[_-

L--- ·-

critical_~epth for the wate~ surface an~ continued on with the calculations.

The conveyance _ratio

_(ups~ream conveyance ?ivide~_Ey downstream c~~veyanc~) is less than

0.7 or greater than 1.4. This may indicate the need for additional cross sections. _
:·~g:
The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
k~~- m~y indica!~ the ~~;Ji;-a-ddit~~~~~-----·-------·

~-----ro;:;;:-inQihe standa·rti-_~teP ite~~tions. when the a~sumed water-suriace was set equ~l~c~~
L _____
Id~pth~~~ c~l~~lat_~_d--;~~--~u~~~c:a~iback b~o~~j~~l£ar ~~~~: This indJcatesf~~~~_ere J~

--=--

-

-

Errors Warnings and Notes (Continued)

[_..
Plan· Plan 01

-

WashD

Channel

Right OB

0.060

0.035

0.060

3621.86

Reach Len. (ft)

22.00

22.00

22.00

3620.19

Flow Area (sq ft)

24.06

88.08

1.69

Area (sq ft)

24.06

88.08

1.69

Grit W.S. (ft)

Element

0.000951

Q Total (cis)

226.00

Flow (cis)

8.48

217.18

0.34

Top Width (ft)

121.88

Top Width (ft)

76.72

32.47

12.69

-

1.99

Avg. Vel. (tt/s)

0.35

2.47

0.20

Max Chi Dpth (ft)

2.96

Hydr. Depth (ft)

0.31

2.71

0.13

Conv. Total (cfs)

7328.4

Conv. (cfs)

274.9

7042.6

22.00

Wetted Per. (ft)

76.74

34.08

12.69

3618.90

Shear (lb/sq ft)

0.02

0.15

0.01

Stream Power (lb/ft s)

0.01

0.38

0.00

~ Volume (acre-ft)

0.26

1.10

0.39

0.23

0.46

0.41

Length Wtd. (ft)
Min Ch El (ft)
Alpha

1.48

Frctn Loss (ft)

-

I

C & E Loss (ft)

Plan· Plan 01

..

Left OB

W.S. Elev (It)

I E.G.

-

----

Wt. n-Val.

0.09

Vel Total (ft/s)

WashD

m SA (acres)

1 AS· 13 o

Elev (It)

3621.12

Vel Head (ft)

0.66

W.S. Elev (ft)

-

_ _]

Profile· PF 1

-"'-~----·

Vel Head (ft)

I

-

.

3621.95

..

-

1 RS· 13 1

E.G. Elev (ft)

E.G. Slope (ft/ft)

-

-

Inot a valid subcritical ~~swe!~~~og~am defaulted to critical depth.

Reach len. (ft)

3620.46

Grit W.S. (ft)

3620.46
0.015063

E.G. Slope (ft!ft)
Q Total (cfs)

Profile· PF 1
--_-

I Element
I Wt. n-V~I.

226.00

~

.

Left OB ,---- Chan~ Rig!'tOBJ

-

0.060
143.07

0.035
142.15

140.13
0.85

0.06_~

Flow Area (sq ft)

1.10

34.15

Area (sq It)

1.10

34.15

0.85

Flow (cfs)

1.24

223.81

0.95
3.76

Top Width (ft)

32.29

Top Width (ft)

4.82

23.71

Vel Total (ft/s)

6.26

Avg. Vel. (ft/s)

1.13

6.55

1.12

Max Chi Dpth (ft)

1.76

Hydr. Depth (ft)

0.23

1.44

0.22

10.1 ~~236
24.20

3.79

Conv. Total (cfs)

1841.4

Conv. (cfs)

Length Wtd. (ft)

142.06

Wetted Per. (ft)

3618.70

Shear (lb/sq It)

Min Ch El (ft)
Alpha
Frctn Loss (It)
C & E Loss (ft)

-

1.09__ 1Stream Power (lb/ft s)

-

' --

I

0.57 ,
0.16

4.84

I

C?um Volume (acre-ft)

I Cum SA (acres)

0.21

1.33

0.24

8.70

0.26

1.06

0.21

0.44

7.7
j

~
0.39

oAol

Errors Warnings and Notes
Warning:

The energy equation could not be_ balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.

Warning:

The velocity head has ~ha nged by more than 0.5

tt (0.15 m).

This m~y indicate the need for

additional cross sections.

'

t==g .

---- --------------------c-----c-----1

The con_veyanc~_ ratio ~upst
~-~m co~.-:~yance divided -~y down~_!!'eam conveya_l}~e) is less than
0.7 or greater than 1_~_2h is may indicate the need for additional cross sections.

[~arntng:

L __

!The energy loss was gre~~-;--.0
Th1s

!t (0.3~tween the current and prev1~us cross section.

~ay 1nd1cate t~~ need fo!__~ddltional cross s_ections.

---c-----c--·c-c--:-:-c---l

'W
· [______During the sta. ndard--step iterations, Y'..!. hen the ass--ume-d water surface was set e9u.al t? critical
____
depth,_the calculate~__wate~~rface came back ~-elow critical_ depth. This indicates that there is
_

not a valid sybcritic~! an~wer. __ The en?_gram defaulted to critical depth. ·--------·--- ----~

-

-

Plan· Plan 01

-

-

•

..

0.11

I Grit W.S. (ft)

.

E.G. Slope (fVft)

I

3619.37

Reach Len. (ft)

i

3618.83

Flow Area (sq ft)

I

Area (sq ft)

OB ~-

Channel

Right 08

0.035

0.060

22.00

22.00

60.85

32.81

55.54

60.85

32.81

55.54

Left

_'!Jt. n-Val.

0.001805

.Jl:_(l60 \22.00
-

Q Total (cfs)

226.00

Flow (cfs)

60.40

117.83

47.76

Top Width (ft)

151.83

Top Width (ft)

66.33

10.40

75.11

Vel Total (fVs)

1.51

Avg. Vel. (fVs)

0.99

3.59

0.86

Max Chi Dpth (ft)

3.77

Hydr. Depth (ft)

0.92

3.16

0.74

Conv. Total (cfs)
Length Wtd. (ft)

5320.1

1421.9

2773.9

1124.4

66.39

11.68

75.13

0.10

0.32

0.08

Min Ch El (ft)

Conv. (cfs)

22.00

Wetted Per. (ft)

3615.60

Shear (lb/sq ft)

I

Stream Power (lb/ft s}

I

0.10

1.14

O.o7

Frctn Loss (ft)

Cum Volume (acre-ft)

I

0.16

0.96

0.30

C & E Loss (ft)

Cum SA (acres)

0.09

0.39

0.28

Alpha

3.11

Pro:cfi.:.:le::.·.cP,F_-'1-----,--:-~=,-----:::c--cr--:::c-:--:::::o

rP:Cia'"=n:-·'=Pic=ac:n..c0c.1_W=as=hc;D:.___:1...:.:Rc=Sc.· .:.:12oc0
E.G. Elev (ft)

361~.4,'J:Eie:,;,ent

Left

OBI

Channel

Right

V-:-e'-:1:-H-::e~ad"-'-(ft"-:)--+-=""'1-'-.0-'-51
I w.s. Elev (ft)
3617.37

Wt. n'-·-'-Va=l'--.---cc----+1_ __:_o 0601
Reach Len. (ft)
13_6.27

E.G. Slope (fVft)
I Q Total (cfs)

Area (sq ft)
Flow (cfs)

0.67J __ 27.35
0.~1'_
27.35 ·
0.88
224.89

ire.

1

0.015073
226.00

1

0.035

+----~

Top Width (ft)

15.23

Top Width (ft)

2.28

12.38

8.01

Avg. Vel. (fVs)

1.31

8.22

Max Chi Dpth (ft)

2.77

Hydr. Depth (ft)

0.29

2.21

7.1

1831.8

Conv. Total (cfs)

1840.8

Conv. (cfs)

Length Wtd. (ft)

133.83

Wetted Per. (ft)

0.21 i

Q.231

0571
l:li[

·o:371
------;:9']

13.80 . .

0.~

i

Shear (lb/sq ft,_)~c-:-.!---O=·c2_7+_ _1c:·=-86
0.21
Stream Power (lbift s)
0.35
15.:3,;-r-- 0.23

3614.60
1.05

Frein Loss (ft)

2.35

OBI

0.060 ,

134.0~_1_32.41_J

Vel Total (fVs)

. MinCh El (ft)
! Alpha

1

r

_j __

,_c;::r-::it:-W::.:-S~.(~fte:)=-+-::-'-36c1-::-7:c:.3::-:-7 ~Area (sq ft)

..

Profile· PF 1

3619.4~ TE1ement

W .S. Elev (ft)

..

-

1 AS· 12 1

Vel Head (ft)

-

-

WashD

I E.G. Elev (ft)

1

'1

0.191 Cum Volume (acre-ft)

\

0.14

1

0.94 (__ __ 0.281

C & E Loss (ft"-)_ _,(_ __,_0".3_,_0 1 Cum SA (acres) ____,_ _ _
0.0-'-7-"------'-o".3c:8_,L
____..co.:.:.2'-'--6,
Errors Warnings and Notes

·Warning·

lTheenergy equation could not be bala~ce d within the specified number of iterations.

The

program used critical d_epth for the waters urface and continued on with the calculations.
The velocity head has changed by moret han 0.5 ft (0.15 m). This may indicate ~he need for

Warning:

additional cross sections.
~':ing:

The conveyance ratio (upstream co_nveya nee divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.

Warning:

The energy loss was greater than 1.0 ft (0 .3m). between the current and previous cross section.
This may indicate the_ need for addi tional cross sections.
-------~---·--·---

~Warning:

During the standard step iterations, when the assumed water surface was set equal to critical

l_____l<!epth, the calcul.ated we1ter surf. ace came back below cnt1cal depth. Th1s 1nd1cates that there 1s
I _____

_Jr,n~t a valid subcritical an~wer.

T_~p~ogra_m defaulted to critical depth.

Plan: Plan 01 WashD 1 RS: 11.1 Profile: PF 1
E.G. Elev (ft) ~--3616.69TEr,;;;;;;;;-t-- --·~

_-__-=t
[.INS.Elev(ft)
L
Vel Head (ft)

~----

! Grit W.S. (ft)
I
r E.G. Slope (tvft)__--=:1
1Q

Left

OBI

~~-.J

fii9ht08]

ChannelL

!
0.060
0.035 I
0.060 I
----r·--------------~~----·--·0.05 ) Wt. n-Val.

36166~ReachLen.(ftL ____ ~)- 22.00

3614.70

Flow Area (sq ft)

o.ooos1o
Toll<ljcfsL __L_22<3 00, f'low (c(s)_ __

~ 22.00
61.56

I

I

16.37

I

1.6.37 561.56
_E_4.07.L _

I. Area.(sq_f~=---=--::--~= _ _ : __ 8~
J

.22 . ~
126.09'

~-1.26 ogl
8_~2_4_!

-

-

Plan· Plan 01

Max Chi Dpth (ft)
Length Wtd. (ft)
Min Ch El (ft)

0.93

-----

5935.7]

3685.4
98.33

- - f-----'-- .
17.72

17.99

0.03

0.11

0.04

Stream Power (lb/ft s)

0.02

0.24

0.03

_gum Volume (acre-ft)

0.11

0.80

0.09

0.04

0.34

0.11

Left OB

Channel

-~

Cum SA (acres)

-

1 AS· 11 0

E.G. Elev (ft)

3615.40

Vel Head (ft)

0.81

W.S. Elev (ft)

3614.58

Crit W.S. (ft)

3614.58

Profile· PF 1

Element

-

E.G. Slope (fVft)

Wt. n-Val.

Reach Len. (ft)
Flow Area (sq ft)

0.009763

114.86

96.93

82.27

9.21

18.22

22.44

Area (sq ft)

9.21

18.22

22.44

Flow (cis)

25.46

156.161
6. t 1

44.391

226.00

Top Width (ft)

50.74

Top Width (ft)

7.16

Vel Total (fVs)

4.53

Avg. Vel. (fVs)

2.76

Max Chi Dpth (ft)

3.08

Conv. Total (cis)

2287.2

Length Wtd. (ft)

96.50

Wetted Per. (ft)

7.68

3611.50

Shear (lb/sq ft)

0.73

Stream Power (lb/ft s)

2.02

Alpha

Hydr. Depth~-1.29
.
_ 257.6
Conv. (cis)

2.55

RightOB

00~~ -~

0.060

a Total (cfs)

Min Ch El (ft)

1.28

384.4

Shear (lb/sq ft)

Frein Loss (ft)

WashO

98.291
0.66

2.18t3.74

C"'-C-

3611.60
2.43

Plan· Plan 01

16.47T

Wetted Per. (It)

C & E Loss (ft)

-

~

8.57

f---

8

2~~
449.2 .

1580.4

6.24'

38.121

1.78
15.25

0.71

0.36

Frein Loss (ft)

1.26

Cum Volume (acre-ft)

0.11

0.78

0.05

C & E Loss (ft)

0.04

Cum SA (acres)

0.04

0.33

0.07

-

Errors Warnings and Notes
Warning:
]The energy equation could nofb;ba~
ced
program used critical

~pth

~ithin

the specified number of iter~tions. The

for the wale r surface and continued on with the calculations.

Divided flow c~mputed !or this cros~-se ction.

I

The energy loss was greater than 1 .0 ft (0.3 m). between the cl!rrent and previous cross section.

Warning:

1

[

1

•

This may

IWarning:

indic~te the need for__addition~ I cross sections.
----~-

During the standard step iterations, whe n the assumed water surface was set equal to critical

I

depth, the calculated water surface cam e back below critical depth. This indicates that there is

L

not a valid subcritical answer. The prog ram defaulted to critical depth.

~---+=====-==:.:..:=:.=:-====:

Plan· Plan 01

WashD

1 AS· 10

3612.67

E.G. Elev (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (fVft)

' a Total (cfs)

361

Profile· PF 1
,!=lement - -

3

Vel Total (fVs)
Max Chi Dpth (ft)

__1()!~

0~581

2.83

Hydr. Depth (ft)

o:1o

Length Wtd. (ft)

165 92_pvetted Per_jft) __ ~-

,oo,.oo t

~

Conv. (cfs)

Wa~~i~g:-

~ --------

-j:O?j
0.36

8.95

0.90

2.48

0.21

1666 4

~2._

o29. ~-___!_3 ~-------0 56

"~' ""'""' ;~["""
-~ 1~--

1 01 Stleam Power (lblft s)
____ 2 271 Cu'Tl Volum~acre-ft)
(acres)
(~~ E Los_sjfl)__ - - -0 17,
- - -Cum SA --Errors Warnings and Notes

0.060

Avg. Vel. (fVs)

Frctn Loss (ft)

!

Right OB

0.035

8.92

1667 0

Alpha

Channel

0.060

o.o1 r-225,92 .
0.21
10.17 .

Top Width (ft)

Conv. Total (cfs)

Min Ch El (ft)

Left OB

165.9~72.12
159.49
-~
. 0.02·f---- 25.25
0.02
25.25
0.08

Reach Len. (It)

3611.43d Flow Area (sq ft)
0.018379 Area (sq ft)
c ::--:-c- - - - 226.00 Flow (cis)

Top Width (ft)

-

j

~Wt.n-Vat.

V ef Head (ft)

-

~

22.00

Alpha

-

-

Profile· PF 1 (Conrrnue d)

5.04 Hydr. Depth (ft)
~.
10005.5 Conv. (cfs)

Conv. Total (cis)

-

-

1 AS· 11 1

132.35 20P Width (ft)
------1.11 Avg. Vel. (fVs)

Vel Total (fVs)

-

-

WashO

Top Width (ft)

-

"' Ir-=--OID
'";

0 05
19 90
_ ~ ___ _(l~ _
0 03 0 31 - : ---~

0.03
0
04
--

-_J:_he
e-~~;gy equ~t-i~~~ould ~~~ be -bala~ced-c.;ithin the sP~ifi~d -n~-mb~r-~1 iter~t~~S~--The
- -- I
------------------ ----- ---~~---- ·- - ---- - --- - ----- ---- ___ ________j

..

-

-

-

-

The velocity head has changed I?_Y mar~ than 0.5 ft (0.15 m). This may indicate the need for
additional cross sections.
Warning:

•

,

·-----]

The energy Joss was greater than 1.0 ft {0.3 m). between the current and previous cross section.

I

This may indicate the need for additional cross sections.

Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

WashO

1 RS· 9

E.G. Elev (ft)

3604.64

Vel Head (ft)

0.67

W.S. Elev (ft)

3603.96

Crit W.S. (ft)
E.G. Slope (ft/ft)

0.010542

Q Total (cts)

226.00

Profile· PF 1

Le~Channel

Element

Wt.nNaJ.
Reach Len. (ft)

0.035

0.060

175.34

Flow Area (sq ft)

0.14

f--1~:~:

182.80

Area (sq ft)

0.14

34.28

0.09

Flow (cis)

o.o9

f---

18.27

Top Width (ft)

0.34

Vel Total (ft/s)

6.55

Avg. Vel. (ft!s)

Max Chi Dpth (ft)

2.36

Hydr. Depth (ft)

Conv. Total (cfs)

2201.2

~

Length Wtd. (It)

179.3Sj Wetted Per. (It)

Min Ch El (ft)

3601.60

0

I Conv. (cfs)

0.9

1.03

Shear (lb/sq ft)

0.09

1.01

Stream Power (fblft s)

0.06

Frctn Loss (ft)

2.17

Cum Volume (acre·ft)

0.10

C & E Loss (ft)

0.03

Cum SA (acres)

0.03

Alpha

Right DB

0.060

Top Width (ft)

0.09

225.85

17.45
6.59
1.96
2199.7
18.45
1.22
8.06
0.62
0.26

0.06

-~

I

0.70

0.18
0.6
0.60
0.10
O.D7
0.03
0.04

Errors Warnings and Notes
Warn~

The energy loss was greater than 1.0 ft (0.3 m). between the current and_ previous cross section.
This may indicate the- need for additional c_ross sections.

L__

Plan· Plan 01

WashD

1 RS· 8

Profile· PF 1

'E~.-G-.-E-Ie_v_(-ft)--~~·-3-6d2~~ement=~~ad (ft)

0.92

I--W~.Scc."'E'Cie-'-v:'-(ft2)_ _+--~3601.52

Crit W.S. (ft)

3601.52

Wt. n-Val.

I

.

Left DB

~annelj

0.060

Reach Len. (11)_______
Flow Area (sq ft)

Right DB

0.0¥,t--_ll 060

125"~1----- 138.51 ,

145:!_5_
2.38

0.84

28.01

0.84
1.38

28.01
219.23

2.38
5.39

1.26

14.15

3.14

1-V:_;e..f_:.T,-_ot"a'-'1(.-.:ft!c--s,__)------i-------'7-".2<1_~9- Vel. (fVs)
1.64
2.27 Hydr. D_e~p_th~(ft~)____f--__0_.67
Max Chi Dpth (ft)

7.83
1.98

2.27
0.76

1-'E"'."'G"-.::-Sf:::o,_pe:".'"(fti::ft;c)_+----"0"'.0'-'1:-_3:-_99::3+A_..r_e
0 .._a_,(s,.,qccft:L)_
Q Total (cts)
226.00 Flow (cfs)
TopWidth(ft)

Conv. Total (cts)
Length Wtd. (ft)

18.55

1910.5
138.51

TopWidth(ft)

(c"ts"-)·--c:-c-----+--:il.~18533,

Conv.
Wetted Per. (ft)

l-~"';" ;hc'~'- h"E=. I-'-(f2t) ~+--~3"-59"~-".~~: ft,::~~~:~::
--+--~-"1-".9:.--s-rc;;-m
__

_.F"'rc:::t.,_n_-,L,-:os:::s:_:(c-ft.,_)

(lblft s)

Volume (acre-It)

LC.C.C&c.E=..=L.c.os"'s'--('--ft'-)-----'---0'--____
o~o.[~um SA (acres)

+_
L

2:0i)f~

45.6
3.<Hl__

O.O_()J

0.03

~·~---~,;~:~L--~-~--~-:
0.49

o.oil__ _()~

- o.o_~

Errors Warnings and Notes
_______ - - - - - - - - - - - - - - - - - - - - - - _ ----~
I warning: _jThe energy equation could not be balanced within the specified number of iterations. The
.
L'. - - - - · - - -~ ---- -- -~--·--------~~---·
-------j
I____ _
j program used critica~_c:!_ee_~h for__!l_€-_~~ter surface and continue~_ on ~ith the_~alculations.
________j

l

Warning:

...

---·

~~~~~~_:_

The energy loss was gre~~~_e_t~~__!:_Q_!!l_~_-3 m). between the
This may indicate the_ need_ for additional cross sections.

c~re'-:!!_~~~__E!:evio~~~ section.

1

I

-I D~ing th~_s_ta~d_a_r_d_~~~~ ~-~'~~?6;=~en the~~~_u_f!}_ed_;.,_a_te_-~~~~~_0~~~~~qual_to_c~tica~ _ _,

..

-

-

-

depth, the calculated ~ater s~rface came back below critical depth~ This indicates that there is
not a valid subcritical ans:-:Y~_!·_~e pro~ram defa~lted to cr!tical 9epth.

Plan· Pian 01

WashD

1 RS· 7

E.G. Elev (ft)

3600.16

Vel Head (ft)

0.94

W.S. Elev (ft)

3599.22

Grit W.S. (ft)

3599.22

E.G. Slope (ttlft)

0.014104

Q Total (cis)

226.00

Reach Len. (ft)

RightOB

Channel

I

0.035

0.060

144.02

140.74

Flow Area (sq ft)

1.22

28.38

0.80

Area (sq ft)

1.22

28.38

0.80

222.35

1.38

Flow (cfs)

2.281
2.09

Vel Total (fVs)

7.43

Avg. Vel. (fVs)

Max Chi Dpth (ft)

2.23

Hydr. Depth (ft)

1.861
0.58

Conv. Total (cis)

1903.0

Conv. (cis)

19.21

18i2.2 1

11.6

Length Wtd. (ft)

144.03

Wetted Per. (ft)

2.431

1.80

3596.99

Shear (lb/sq ft)

14.661
1.71

Min Ch El (ft)

-

Alpha

1.09

Stream Power (lblft s)

0.441
0.83'

Frctn Loss (ft)

1.17

Cum V~lume (acre-ft)

0.09

C & E Loss (ft)

0.12_cEurn_SA (acres)

Errors Warnings and Notes
!warning:

-

14.33

1.30
1.72

7.831
1.98

13.36

0.62

0.39

i

0.67

0.40

0.02

.0~--. 0.15

0.02

-

-~-~·.

The energy equation could not be

balan~ed

--

within the specified number of iterations. The
-program used critical depth for the water surface and continued on with the calculations.

Warning:

The velocity head has changed

by more than 0.5 ft (0.15 m). This may indicate the need for

additional cross sections.

Warning:

The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.

Warning:

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.

Warning:

1
•

During the standard step iterations,

-

-

o.o6o
147.59

Top Width (ft)

f-E"'.'"G"-.."cE,._Ie~v10
(ft:.L)_ _+-"3"-'597.84
Vel Head (ft)
0.38

-

Left

17.72

._____ I not a valid subcritical

-

OEiT

Element

WI. n-Val.

Top Width (ft)

-

P ro 1'11 e: PF 1

] depth, the calculated water

Plan· Plan 01

wh_~n

3597.46

Grit W.S. (ft)

~nswer.

was set equal to critical

Th1s 1nd1cates that there 1s

The program defaulted to cri1ical depth.

____________

Q Total (cis)

Element
Wt. n-Val.

Left OB

Channel

0.060

O.Q35

Rightc:J_El
0.060

Reach Len. (It)

122.29

126.70

137.58

Flow Area (sq ft)

f-:CE.~G~·':'S"':Io~p~e(fV.,ft:.L)_+- 0.005309

226.00

e..T.:_:o2p:...W=id::-lh,_,(c-ft,__)--f-------'2-,5::::.52

Area (sq ft)
Flow (cis)
Top Width (ft)

f-V'-e.,I_,T_,o"':ta.._l(":fV:::s,_)--f------=4"-.8"-t'..LAC,v._,g.,_,.Vel. (fVs)

~M<>ax~C~hi~D:tp,.,th,_(":ft'L)_f- _
Conv. Total (cis)

__:2:".6"'=8
3101.6

Length Wtd. (ft)

126.68

Alpha

surf~ce

su~ace came back below cnticat depth.

W:~a.,s,_h,~D,____,1_cR_oS':':'·6:_~P_,ro01:~ileo_:·~P.~F_1,__ ---~-~-----~---~---~

W.S. Elev (ft)

~ChEI(ft)

-

the assumed water

3594.78
1.05

t

~--1----'00.:8:::2CJ.-__4cc5c..4:.:-2'-'._ __co"'.7-"'8c

__

I
I

0.82
45,42
. _ _ 0.85 ~4.40
1.69
1

0~

22.04

I

0.78
0.75

!

1.79

4 94 I

Hydr. Depth (ft)
-o4~ 2 06
Conv. (cis) _ _ _ _ _ _ _1_1.~
30797!

Wetted Per. (It)

1.91[""

Shear(lb/sqlt)

0.14

Stream Power (lblft s)

e_~~-

1

0.96

-~
10 3

22 51 ,

~-~

0.67!

0.1~

3.3ol----o.-i3

f-'-F..,rc::-tn'-L.,.o:::s,_,s-'(ft:o)'--+-----'-1.:.:-0.--3+Cum Volume (acre-H) _
0.09
__()3~-· -~
C & E Loss (ft) ___ _
0.06 Cum S;\jacres)_______ O()t__ __ o,~-~ _O:Q2

----,

~his may in~ica~~~_!.!_e_e,.d'-"'lo"-r_ _

I

-

-

-

Errors Warnings and Notes (Continued)

•
•

~--c----1

Plan· Plan 01

WashD

1 RS· 5
3596.75

Vel Head (ft)

0.95 c""t. n-Val.
3595.80 Reach Len. (ft)

Crit W.S. (ft)

3595.80

E.G. Slope (ft!ft)

------~----------~-__j

Profile· PF 1

E.G. Elev (ft)
W.S. Elev (ft)

Left OB

Element

Top Width (ft)

Channel

Right OS

0.060

0.035

0.060

117.98

112.84

104.39

2.46

27.61

0.65

2.46

27.61

0.65

5.94

219.03

Flow Area (sq ft)

0.014150 ~a(sqft)
226.00 Flow (cfs)
17.82 Top Width (ft)

a Total (cfs)

t--

2.77

1.03
1.42

13.631

Vel Total (fVs)

7.36

Avg. Vel. (fVs)

2.41

Max Chi Dpth (ft)

2.20

Hydr. Depth (ft)

0.89

Conv. Total (cfs)

1899.9

Conv. (cfs)

49.9

2.031
1841.3

0.46

Length Wtd. (ft)

112.76

Wetted Per. (ft)

3.31

14.03

1.65

3593.60

Shear (lb/sq ft)

0.66

1.74

0.35

Min Ch El (ft)
Alpha

1.13

Stream Power (lb/ft s)

Frctn Loss (ft)

1.59

Cum Volume (acre-ft)

I C & E Loss (ft)

0.04. Cum SA (acres!

-~

1.59

7Jl4

8.7

_13 79 1---- 0~

.

1.58

1

0.08!
o.oo

+----

Errors Warnings and Notes

-

-

The energy loss was greate! ~~an 1.0 f~fQ.:_3 m). between the current and previous cross section.
This may indicate the n eed for additional cross sections.

--- - -

..

-

Warning:

I

-

---~~-:c

The conveyance ratio (u pstre_~_r:n ~~-~e:~~nce: divided by downstream conveyance) is less than
0.7 or greater than 1.4. Thi~m~y indica!~ the need for additional cross sections.

r----

..

-

---

Warning:

I

0.1~-~-0 0~

_o.o4 L_o.o1

-

Warning:

The energy eq uation could not be balanced within the specified number of iterations. The

Warning:

The energy loss was greater than ~ .0 ft (0.3 m). between the current and previous cross section.

program used critical depth for the water surface and continued on with the calculations.
This may indicate the need for additional cross sections.
~-ning:

During the standard step iterations, when the assumed water suriace was set equal to critical
depth, the calc ulated water suriace car:ne back below critical depth. This indicates that there is

L_ _ _ _

~ ~~t a valid subcritical answer.

Plan· Plan 01

WashD

1 AS· 4

E.G. E/ev (ft)

3594.49

Vel Head (ft)

0.81

Profile· PF 1
Element

-~-=J-··-Bict
Left OB
Channel

Wt. n-Val.

W.S. E/ev (ft)

3593.68

Reach Len. (ft)

Crit W.S. (ft)

3593.68

Flow Area (sq ft)

0.014007

E.G. Slope (ft!ft)

a Total (cfs)

226.00

Top Width (ft)

24.93

fVel Total (fVs)
Conv. Total (cfs)

2.08

Min Ch El (ft)

Flow (cfs)
Top Width (ft)
Hydr. Depth (ft)

=+

3

RightOB
0.060.

o.o35
139.48

139.48

0.33

29.82

3.78

0.33.

29.82

0.421

218.64

3.78
6.94

16.48

7.54

0.91

-~1 ~~

___ __(lCJB_

1_~

1.81

0.50

- - -3.5~~r.4
-

_

1.14

58.6

~

16.92

~--o22f·~30
""I '"'

-~

M">.OO
_,,,.,.
_1.17 · Stream Power (lb/ft s)

Frein Loss (ft)

1.06

Cum Volume (acre-ft)

~4J Cum SA (acres_)___

C & E Loss (ft)

Errors Warnings and Notes
~---r:;:;:-----~-

----------

_(JJ>Bj__

T

0.10

· - 0.80

I

__elm

j__

---------------~

~e enerJli_eq~ation coul<:!._'.!_o_!__~e balan~ed ~t~~~- specifi~d num_ber o. f iteration~~~----

Wa~nin~
-~---

Area (sq ft)

139.48+~ted_F'~:Jft)_

Alpha

L

139.48

conv.
1909.6 --------''-'-- -(cts)
---·--

Length Wtd. (ft)

l~rning:

o.o6o 1

-~ _Avg. VOUJ~--

Max Chi Dpth (ft)

I

The program defaulted to_critical depth.

program used critical depth for the water surface and continued on with the calculations.
The

en~-;:gy J~s was 9_reate. r th_a~l.O ft (0.3-~~etween t.he current and previous cross section]

--·-------------------------------~----------·---

-- ______ J!his m~¥ ~~~~a-~~~~-~~~!~ a~~~n~!-~oss ~~lions. _____________________

-

-

-

-

-

-

•

Errors Warnings and Notes (Continued)
During the standard

L

not a valid subcritica~ answer. The program defaulted to critical de"p::th.c·--------~__j
00

•

Plan· Plan 01

WashD

2 AS· 3

E.G. Elev (ft)

Profile· PF 1

3591.45
0.35
3591.10

Vel Head (ft)
W.S. Elev (ft)

Element

Left OB

Wt. n·Val.

0.036
132.69
48.81
48.81
227.79
30.49
4.67
1.60
3000.9
31.53
0.56
2.60
0.73

Reach Len. (ft)

Crit W.S. (ft)

Flow Area (sq It)

E.G. Slope (fVft)
Q Total (cis)

Top Width (ft)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

0.005762 Area (sq ft)
399.00 Flow (cis)
51.61 Top Width (It)
4.72 Avg. Vel. (ft/s)
2.49 Hydr. Depth (It)
5256.6 Conv. (cfs)
128.09 Wetted Per. (ft)
3588.60 Shear (lb/sq ft)
1.03 Stream Power (lb/ft s)
0.58 Cum Volume (acre-tt)
0.01 Cum SA (acres)

j Divided flow computed for this

Plan· Plan 01

WashD

2 RS· 2

RightOB

0.035
15.61
2.71
2.71
6.18
4.39
2.28
0.62
81.5
4.54
0.21
0.49
0.27

0 4_3_ --~__l____..Jl.:12..

Vel Head (ft)
W.S. Elev (It)

cr~ss-sectio~

Profile· PF 1

3590.86
0.41
3590.45

E.G. Elev (ft)

Crit W.S. (ft)

Element
Wt.n-Val.
Reach Len. (It)
Flow Area (sq It)

E.G. Slope (ft!ft)

---=-=-Q Total (cis)

0.003678 Area (sq ft)
399.00 Flow (cfs)
82.44 Top width
3.74 .!'-_vg. Vel. (ft/s) .
3.45 Hydr. Depth (It)
6579.2 Conv. (cfs)
97.34 Wetted Per. (ft)
3587.00 Shear (lb/sq It)
1.88 Stream Power (lb/ft s)
0.03 Cum Volume (acre-ft)
0.12 Cum SA (acres)

I
I

'"L

Top Width (ft)
Vel Total (ft!s)
Max Chi Dpth (It)
Conv. Total (cfs)
Length Wtd. (It)
Min Ch El (It)
Alpha
Frctn Loss (ft)

.
I

Left OB

Channel

Right OB

0.060
97.61
19.11

0.035
97.30
63.56

0.060
97.04
24.02
24.02
31.37

19.11w63.56
19.99
347.64

6ol _ 20.35
i 29.4~~
5.~ 1.31

32
1.05

,----- 0.5~ ___3.12,

I
I

329.6
32.86
0.13
0.14
0.63
0.33

0.81
517.2
29.64
0.19
0.24
0.27
0.16

5732:41
20.53
0.71
3.89
0.361
0.09

Errors Warnings and Notes

l~

[The conveyance ;~~ps. ~rea.~ ~o~.':~yance divided by do~n~tream co':'veyan_c~~-ss than _I
or greater than 1.4. This may indicate the need for additional cross sections.
!

c-=-lo.7
Plan· Plan 01

WashD

Vel Head (ft)

"""C:":·

W.S. Elev (ft)

2 AS· 1

Profile: PF 1
3590.72
~ment
---E
0.01~+-~ n-Val
3590.71 R each Le;;: (Ill_
..

Crit W.Sj!IL _ _ ~c87,0~ Flow Area (sq It)
E.G. Slope (ft/ft)

•

Channel
0.035
134.10
33.03
33.03
165.03
16.72
5.00
1.98
2174.2
17.11
0.69
3.47
0.51

Errors Warnings and Notes

~ng:

E.G. Elev (It)

•

when the assumed water surface was set equal to critical

I

C & E Loss (ft)

•

~tep it_erations,

[Warning:

Q Total (cfs)

=i

=--

Lett OB

Channel

0.060

0.035

0.060

153.84

I----

2~0Q.

R64.90

0.000089 ---,_e-"_js__.
A
qft) ___ -~~64.9.0
399.00 Flow (cfs)
_ _L
157.43

Top Width (ttl~__L ~5~7

o~~dti;(Hl_______ _l_-_144.~-

T
--

Right OB

~.ool-

28.00

153.841
149.61
184.52
57.04
__2_!lc56 1_=712,i1

-

-

-

-

-

•

Plan· Plan 01

WashD

2 AS· 1

Vel Total (fVs)

Profile· PF 1 (Continued)

o.6ol Avg. Vel. (IVs)
5.39' Hydr. Depth (ff)
42400.8 Conv. (cis)

Max Chi Dplh (ff)
Conv. Total (cfs)
Length Wid. (ff)
Min Ch El (ff)
Alpha

0.43

1.20

2.52

5.20

2.10

16730.1

19609.0

6061.7

28.00

Wetted Per. (ft)

144.86

29.57

71.49

3585.32

Shear (lb/sq ft)

0.01

0.03

O.Q1

Stream Power (lb/ft s)

0.01

0.03

0.00

(acre~ft)

0.20

0.12

0.07
0.05

2.13

Frein Loss (ff)

Cum Volume

C & E Loss (ff)

Cum SA (acres)

0.13

0.04

2 AS· 0 Profile· PF 1
3587.98 Elemen-,--~

Plan· Plan 01

WashD

E.G. Elev (ff)

I

Left OB

Channel

Right OB

Wt. n-Val.

0.060

0.035

0.060

3587.37

Reach Len. (ff)

68.54

68.54

68.54

3587.37

Flow Area (sq ff)

50.30

28.13

17.23

Area (sq ft)

50.30

28.13

17.23

130.81

226.86

41.33

Vel Head (ff)

0.62

W.S. Elev (ff)
Grit W.S. (ff)
E.G. Slope (!Vff)

0.009886

Q Total (cfs)

0.38

399.00

Flow (cfs)

Top Width (ff)

74.48

Top Width (ff)

46.22

10.56

17.70

Vel Total (fVs)

4.17

Avg. Vel. (fVs)

2.60

8.06

2.40

Max Chi Dpth (ff)

2.77

Hydr. Depth (ff)

1.09

2.66

0.97

4012.91 C~nv. (cfs)
68.54 i Wetted Per. (ff)

1315.6

! Shear (lb/sq ft)

0.67

Conv. Total (cfs)
Length Wtd. (ff)

+-

2281iL.__ 415.7

46.35

Alpha

2.29

Stream Power (lb/ff s)

1.74

10.65
1.63.
13.14

Frein Loss (ff)

0.68

Cum Volume (acre-ft)

0.06

0.06

C & E Loss (ft)

0.01

Cum SA (acres)

0.07

0.02

Min Ch El (ff)

3584.60

Errors Warnings and Notes

17.92 '
0.59 '
0.02

1.42
0.02

.

---

Warning:

The energy equation could not be balanced within the specified number of iterations. The

Warning:

The energy loss was

program used critical depth for the water surface and continued on with the calculations.
gr~ate r than

1.0 ft (0.3 m). between the current and previous cross section.

This may indicate the need for additional cross sections.
~

During the standard step ite rations, when_ the assumed

~ater

surface was

s~t

equal to critical

depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcriticar answe r.
Plan· Plan 01

WashD

2 AS· -1

E.G. Elev (ff)

3586.84

Vel Head (ft)

0.69

~he

progra_m defaulted to critical depth.

Profile· PF 1
Element

------~-~~~~--~~·~~

WI. n-Val.

Leff OB

Channel

Right OB

0.060

0.035

0.060

~w~.S~·~E~Ie~v~(ff~)----4---=35~8~6~.1~5~R~e~a~ch~=Le~n..~(ff~)------~--~-~~--~~~--~~
f-C~r_ii_W_._S_.(~ff~)--+---35~8c6__
.1~5+-F_Io_w Area (sq ft)

E.G. Slope (fVff)

0.010049

~Q"'-'T~o=ta:clc:(c::.fs:.>)_ _-t----=399.00

TopWidth(ft)

70.08

Area (sq ft)
Flow (cfs)
TopWidth(ff)

Max Chi Dpth (ff)
Conv. Total (cfs)

Vel. (fVs)
2.55 [ Hydr. Depth (ff)
3980.3 Conv. (cfs)

~L~e=n~g~th=W:t:d~.(=ff~)==~===~~=-==-~=W=-=ett=e~d=-P=e~r.=(ff=)==~
~M=in..:C:.:.h..:E:::I.c(ff2)
4-__.:.35~8=3cc.6cc0+S""h'-'-e=ar (lb/sq fl)
__

Alpha

Frein Loss (ff)

1.82

Strea~ Power (lbiff ~)

..- - [C;;;;;Voiu-;;;~(;~re-ff)

LC::..c&..:E::..=L.:.os=s..:(ocfl,_)--'-------'···-'C-'u'-'m'-"SA (acres)

44.90
44.90

53.49
41.86

327.40
19.80

+=

--·

~V:-:ecc.I~T.:.ot=accl("'fV-'s,_)c:c---t-·---:4~.9'-'-4 ~g.

28.11
28.11

1.90
0.67

533:6

7.79
7. 79i

I .

18.11

8.4~

7~--~

~.27
3266.1.

41.89
20.02
0.42
·-.--O:S6r--io26

0.92
_180:6

·~

~.41

0.57

=
L :=1==--r-=:::_.J
~

--

L32

~

____j

-

-

Plan· Plan 01

-

-

-

-

-

1 AS· 11

Profile· PF 1

3616.61

Element

Vel Head (ft)
W.S. Elev (ft)

361~:~

Wt.

Crit W.S. (ft)

3616.14

E.G. Slope (Wft)

0.010828

Q Total (cfs)

-

WashE

E.G. Elev (ft)

173.00

Top Width (ft)

42.85

Vel Total (Ws)

4.59

Max Chi Dpth (ft)

1.66

Conv. Total (cfs)

1662.6

Length Wtd. (ft)

75.16
3614.60

Min Ch El (ft)
Alpha

1.09

Left 08

Right 08

Channel

n-var.

0.037

0.035

0.060

Reach Len. (ft)

76.16

74.98

73.08

Flow Area (sq ft)

18.55

18.18

1.00

Area (sq ft)

18.55

18.18

1.00

Flow (cfs)

75.44

96.33

1.23

Top Width (ft)

26.32

13.59

2.94

Avg. Vel. (Ws)

4.07

5.30

1.23

Hydr. Depth (ft)

0.70

1.34

0.34

Conv. (cfs)

725.0

925.8

11.8

Wetted Per. (ft)

26.74

13.84

3.01

Shear (lb/sq ft)

0.47

0.89

0.22

Stream Power (lb/ft s)

1.91

4.70

0.28

Frctn Loss (ft)

0.90

Cum Volume (acre-ft)

0.19

0.52

0.15

C & E Loss (ft)

0.05

Cum SA (acres)

0.31

0.30

0.23

Errors Warnings and Notes
Warning:

Divided flow computed for this cross-section.

Warning:

The velocity head has

change:9 by more than 0.5 ft (0.15 m). This may indicate the need for

additional cross sections.

'
Plan· Plan 01

WashE

1 AS· 10

E.G. Elev (ft)

3615.66

Vel Head (ft)

0.89

W.S. Elev (ft)

3614.77

Crit W.S. (ft)

Profile· PF 1
Element

0.013232

Q Total (cfs)

Channel

0.060

0.035

0.060

106.95

107.46

107.10

Reach Len. (ft)

1

Right 08

Flow Area (sq ft)

2.66

18.82

6.92

Area (sq ft)

2.66

18.82

6.92

Flow (cfs)

5.55

151.31

16.14

21.56 , Top Width (ft)

3.72

8.75

9.10

173.00

Top Width (ft)

Left 08

Wt. n·Val.

3614.77

E.G. Slope (Wft)

--

--·

Vel Total (Ws)

6.09

I Avg. Vel. (Ws)

2.09

8.04

Max Chi Dpth (ft)

2.17

i Hydr. Depth (ft)

0.71

2.15

~

0.76
.140:3-

Conv. Total (cfs)

1503.9\ Conv. (cfs)

48.2

1315.4

Length Wtd. (ft)

107.43 ; Wetted Per. (ft)

4.24

8.90

9.35

3612:6QT Shear (lb/sq ft)

0.52

1.75

0.61

1.08

14.04

1.43

Min Ch El (ft)
Alpha

1.54

TStream P'awer (lb/ft s)

Frctn Loss (ft)

1.46

Cum Volume (acre-ft)

0.17

0.49

0.14

C & E Loss (ft)

0.03

Cum SA (acres)

0.28

0.28

0.22

1

Errors Warnings and Notes
Warning:

The energy equation could no!. be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
The energy loss was greater than 1.0 ft (0.3 m). between the ~urrent and previous cross section.

Warning:

This may indicate the_ need for a_9ditional cross sections.
During the standard step_!tera~ions, when the assumed water surface was set e9ual to critical

Warning:

Idepth, the calculated water surface came back below critical depth.

L

This indicates that there is

not a valid subcritical answer. ~he program defaulted to critical depth.

Plan· Plan 01

WashE

-

Vel Head (ft)

Profile: PF 1

0.78

I

. 1-

Left 08

Wt. n·Val.

3611-:931 Reach Len. (ttl
3611.93 Flow Area (;;It)

W.S. Elev (ft)
_grit W.S. (It)

__EO,G. SlopeJWft)

1 AS: 9

~"'''· """~~

E.G. Elev (ft)

-

0 .0138.9_5

..

l

flreajsg_ft>._

0.035

84.17

83,43

2.34

_-~-~~~----+-_ _ 2.34

Right 08

Channel

0.060

I

. 23.311
23 30

0.060
82.87
··----

~~
0.63
---

-

-

Plan· Plan 01

-

Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (fl)

-

-

-

Profile· PF 1 (Continued)
Flow (cfs)

4.44
4.36
1.89
0.54
37.6
4.48
0.45
0.86
0.16
0.27

Top Width (ft)
Avg. Vel. (ft!s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lblsq ft)
Stream Power (Jb/ft s)

Cum Volume (acre-tt)
Cum SA (acres)

167.83
13.16
7.20
1.77
1423.8
13.50
1.50
10.79

0.73
2.09
1.17
0.30
6.2
2.46
0.22
0.26
0.13
0.20

0.44
0.26

Errors Warnings and Notes

Warning:

The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.

Warning:

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.

1Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

WashE

1 AS· 8

3611.13
0.71
3610.42
3610.42
0.012488
173.00
24.24
5.69
2.22
1548.1
86.67
3608.20
1.41
0.73
0.10

E.G. Elev (ft)

V e1 Head (ft)
W.S. Elev (fl)
Grit W.S. (ft)
E.G. Slope (ft!ft)

-

173.00
19.61
6.59
2.25
1467.6
83.43
3609.67
1.16
1.10
0.02

Vel Total (ft!s)

-

1 AS· 9

Top Width (ft)

-

WashE

Q Total (cfs)

Q Total (cfs)

Top Width (ft)
Vel Total (ft!s)
Max Chi Dpth (ft)
Conv. Total (cfs)
. Length Wid. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Profile· PF 1
Element

Left 08

Wt. n·Val.
Reach Len. (fl)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
~

Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

0.060
87.29
3.34
3.34
6.18
5.88
1.85
0.57
55.3
6.10
0.43
0.79
0.16
0.27

Channel

Right 08

0.035
0.060
86.65
86.12
21.70
5.36
21.70
5.36
154.32
12.50
11.60
6.76
7.11
2.33
1.87
~~I
1381.0 - · 11]~
11.82
6.92
1.43 I
!I~
1.41
10.171
0.13
0.40
0.23
0.20

Errors Warnings and Notes
I warning:

The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calcu~ations.

1.

The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than

iWarning:

0.7 or greater than 1.4. This may indicate the need for additional cross sections.

f

]Warning:

!The energy loss was greater than
I This

Iwarning:

!·6ft @3m). between_ the current and previous cross section.

may indicate the need for additional cross sections.

i During the standard step iterations, wh_~n

~

-

the assumed water_ surface was set equal to critical

depth, the calculated water surface came baC:k below cr!tical depth. _This indicates that there is
not a valid subcritical answer. The progr~m defaulted to critical depth.

Plan· Plan 01
[-E.G. Elev (ft)

WashE

1 AS· 7

Profile· PF 1

-- -

W.S. Elev (ft)

3609.54 Element
0.36 Wt. n-Val.
3609.17 Reach Len. (ft

Grit W.S. (ft)

3609.17
-~

Vel Head (ft)

·--

ft 08

Channel

Right08

0.035
.060
0.060
5.71
90.23
93.58
·cc:5.66 __ 22 04_!__. 14.4~..
~

Flow Area--~
(sq

~---

---

..
..

-

-

Plan· Plan 01

WashE

1 RS· 7

E.G. Slope (ft'ft)

Profile· PF 1 (Continued)

0.006013
173.00
89.47
2.78
2.57
2231.1
89.97
3606.60
3.01
0.76
0.06

Q Total (cfs)

Top Width (ft)
Vel Total (It's)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (It's)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lblft s)
Cum Volume (acre-ft)
Cum SA (acres)

Warning:

22.04
124.44
9.37
5.64
2.35
1604.8
9.82
0.84
4.76
0.35
0.21

14.45
18.70
25.81
1.29
0.56
241.2
26.13
0.21
0.27
0.11
0.16

The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.

Warning:

The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for

·---

additional cross sections.
Warning:

The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.

Warning:

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additi~nal cross sections.

I

Warning:

During the standard step iteratio_ns, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is

~

not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

WashE

1 AS· 6

Profile· PF 1

3607.25
1.01
3606.24
3606.24
0.012803
173.00
13.96
7.17
2.64
1528.9
90.67
3603.60
1.26
1.32
0.03

E.G. Elev (It)
Vel Head (ft)
W.S. Elev (ft)
Grit W.S. (ft)
E.G. Slope (Wft)
Q Total (cfs)

Top Width (ft)
Vel Total (It's)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Element

Left 08

0.060
Reach Len. (ft)
89.91
Flow Area (sq ft)
2.71
2.71
Area (sq ft)
5.97
Flow (cis)
3.52
Top Width (ft)
2.20'
Avg. Vel. (It's)
0.77
Hydr. Depth (ft)
52.7
Conv. (cfs)
3.89
Wetted Per. (It)
0.56
Shear (lb/sq ft)
1.22
Stream Power (lb/ft s)
0.10
Cum Volume (a<:re-ft)__
---0.15
Cum SA (acres)
Wt. n-Val.

Errors Warnings and Notes

-

25.66
29.85
54.30
1.16
0.47
385.0
54.43
0.18
0.21
0.13
0.20

Errors Warnings and Notes

-

..

Channel

Right 08

0.035
90.68
19.82
19.82
163.82
8.31
8.27
2.38
1447.8
8.78
1.80
14.91
0.31
0.19

0.060
91.21
1.62
1.62
3.21
2.13
1.99
0.76
28.4
2.70
0.48
0.95
0.09
0.13

!

-------

Warning:

The energy equation co uld not be balanced with in the spe~ified number of iterations. The

Warning:

The energy loss

program used critical de pth forth~ wate~ surface and continued on with the calculations.
This may
Warning:

c-·
I

wa~

indicat~

greater ~han 1.0 ft (0.3 m).

betwee~

the current and previous cross section.

the ne ed for additional cross sections.
.

During the standard stee iterations, when the as sumed wat~r su~ace was set equal to critical
depth, the

calc~lated

-------

wa ter surlace came back b ~-low critical depth. This indicates that there is

not a valid subcritical an
·--

ulte?__ ~o critical depth.

...

-

..

..

Plan· Plan 01

WashE

E.G. Elev (ft)

•

Profile· PF 1
''-'---CC:;
.

3603.75
0.90
3602.86
3602.86
0.016655
173.00
13.91
7.56
2.25
1340.5
90.30
3600.60
1.01
1.84
0.19

Vel Head (It)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)

Top Width (ft)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Element

Wt. n-Val.
Reach Len. (ft)
Flow Area (sq It)
Area (sq It)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
WeHed Per. (ft)
Shear (lb/sq ft)
Stream Power (lblft s)
Cum Volume (acre-ft)

Cum SA (acres)

Left 08

Channel

Right 08

0.060
95.29
0.11
0.11
0.09
0.89
0.79
0.13
0.7
0.92
0.13
0.10
0.10
0.14

0.035
90.05
22.71
22.71
172.86
12.49
7.61
1.82
1339.5
13.87
1.70
12.96
0.27
0.17

0.060
86.70
0.07
0.07
0.05
0.53
0.75
0.13
0.4
0.59
0.12
0.09
0.09
0.13

Errors Warnings and Notes
Warning:

The energy equation could not be balanced within the specified number of iterations. The

program used critical depth for the water surface and continued on with the calculations.

Warning:

The velocity head has changed by more than 0.5

additional cross sections.

!warning:

tt {0.15 m).

This may indicate the need for

--

.

The energy loss was weater than 1.0 ft (0.3 m). between the current and previous cross section.

This may indicate the need for additional cross sections.

Warning:

During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there is

t

not a valid subcritical answer. The program defaulted to critical depth.

Plan· Plan 01

WashE

E.G. Elev (ft)
Vel Head (ft)

-

1 AS· 5

W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)

Top Width (ft)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)

1 RS· 4 1 Profile· PF 1
3600.55 Element
0.26 Wt. n-Val.
3600.28 Reach Len. (ft)
3600.281
0.025496 .
173.00
110.40
3.16
0.73
1083.5
24.00
3599.55
1.71

-- 1-_____G;~

1 C & E Loss (It)

0.07

Flow Area (sq_ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)

Left 08

Channel

Right 08

0.060
24.00
20.03
20.03
·---·
46.02
45.20
2.30
0.44

0.035
24.00
14.68
14.68

0.060
24.00
20.03
20.03

80.951
20.00
5.52
0.73
507.0
20.00

*¥ol

Conv. (cfs)
Wetted Per. (ft)

TI2
21

Shear (lb/sq ft)

.

Stream Power (lb/ft s)

1J2-r--- 0."7_1_
1.646.44

_____Q:0_~~--0.23_.-~~

Cum Volume (acre-ft)
Cum SA (acres)

0.71
1.62

0
2.30
0.44
288.2
45.2_1_

_j

- 0.09_

0.141

0.091

Errors Warnings and Notes
Warning:

The energy equation could not be b

-·-

program used critical depth for the
Warning:

•

E

Warning:

•
•

The conveyance ratio (upstream co nveya~ce ~~ided by downstream con~eyance) is less than

__ ~or greater t~~~ This ma1_ indicate the need for additional cross section=s'--.-----,-----1

~~-t~~sum~d wat~-r surfaCe was sef'"equa_l to critical
During the standard step iterations,
r-c--·
depth, the calculated water surface came back below critical depth. This indicates that there is

~ot a val1d subcnt1cal answe_~_!~~__E_!_<?Qra~~e!~ulted to cntu~~-' depth._ _ _'_

________ _

-

Plan· Plan 01

-

-

0.03
3600.02

Crit W.S. (ft)
E.G. Slope (ftlft)

0.001147

Left 08

Channel

Wt. n-Val.

0.060

Reach Len. (It)

83.95

0.035
89.48

Flow Area (sq ft)

43.39

57.06

43.18

Area (sq ft)

43.39

57.06

43.18

r-----

Right 08
0.060
95.02

Q Total (cfs)

173.00

Flow (cfs)

34.47

103.95

34.59

Top Width (ft)

133.13

Top Width (ft)

47.00

40.00

46.13

Vel Total (ft/s)

1.20

Avg. Vel. (ft/s)

0.79

1.82

0.80

Max Chi Dpth (ft)

1.43

H yd r. Depth (ft)

0.92

1.43

0.94

Conv. Total (cfs)

5109.1

1017.9

3069.8

1021.4

Length Wtd. (ft)
Min Ch El (ft)

-

Profile· PF 1

3600.0S [Element

W.S. Elev (ft)

-

1 RS· 4 0

Vel Head (ft)

-

-

WashE

E.G. Elev (ft)

Conv. (cfs)

89.48

Welted Per. (ft)

47.07

40.00

46.24

3598.59

Shear (lb/sq ft)

0.10

0.07

0.19

0.05

Alpha

1.55

Stream Power (lb/ft s)

0.07
0.05

Frctn Loss (ft)

0.25

Cum Volume (acre-ft)

0.06

0.21

0.05

C & E Loss (ft)

0.09

Cum SA (acres)

0.07

0.12

0.06

Errors Warnrngs and Notes
Warning:

The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for
additional cross sections.

Warning:

The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.

Plan· Plan 01

WashE

1 AS· 3

Profile· PF 1

E.G. Elev (ft)

3599.71

Vel Head (ft)

0.94

W.S. Elev (ft)

3598.77

Element

Left 08

Channel

0.060

0.035

0.060

112.83

111.62

10.50

Wt. n-Val.
Reach Len. (ft)

Right08

21.78
0.68
~C~rit~W~·=S~·~(ft~)----~--=3~59~8~.7~7~F~Io~w~A~re~a~(s~qcf2
t) ____-+----·~o~.8~2+---~~+---~~
E.G. Slope (ft/ft)

0.014448

Area (sq ft)

~Q=-:T-=o=ta,_l"(c=fs.,_)----~--'1'--73:::·~00=+'-'FI:::ow"--'(c::cfs:"l------1-Top Width (ft)
13.77 Top Width (ft)
Vel Total (ft/s)

7.43

Avg. Vel. (ft/s)

j

0.82

21.78

0.68

1.39
1.47

170.57
10.92

LO:J_
1.37

7.83

1.53

1.70

f-'M:::•-:x'-'C:::h-ci=Do:P:::Ih._,('-'ft),_+-______c2.17 _':lydr. Depth (ft)___=--!--~Conv. Total (cfs)
1439.3 Conv. (cfs)
11.6

O.SS

.~f--_____cl:~
1419.1

8.6

1.71

0.33

1.9or~·46~--"-"""1:84
r=-=~=c'C!_---f---:-~=c+'=='=c'-==-----+-----~-- ----Length Wtd. (ft)
MinCh El (ft)

110.13

Welted Per. (ft)

3596.60

Shear (lb/sq ft)

0.39

rA~I~p~ha~--~--~r-----1~.1~0~S~t~re~a~m~P~o~w~e~r~(lb~ffl~s)~i---~~~- 13.4~r--~
Frctn Loss (ft)

1.52

Cum Volume (acre-ft)

0.01

0.13

0.00

C & E Loss (ft)

0.06

Cum SA (acres)

0.02

0.07

0.01

Errors Warnings and Notes
[warning:

The energy equation could not be balanced within the specified number of iterations. The

·--

program used critical depth for the water surface and continued on with the calculati~~-----

~arni~The energy loss
·

was greater than 1._0 ft (0.3 m). between the current and previous cross section.

This may indicate the n_eed. for additional cross sections.
~g:

•

During the standard step iterations, when the assumed water surface was set equal to critical

depth, the calculated water surface came back below critical depth. This indicates that there is
not a valid subcritical answer. The program defaulted to critical depth .

•

Plan· Plan 01

WashE

-----·--

1 RS· 2

E.G. Elev (ft)

3597.21

Vel Head (ft)

0.75

W.S. Elev (ft)
CritW.S. (ft)

·-

3596.46
3596.46

--

Profile· PF 1
Elem ent-=--~-1-_LeftOB

Wt. n- var.
Reac h ~n:_(ft)~

.~
Flow Ar.eE!iSg_ft) __

-~--

~

·r

o.o6o

-ch~~~~l

Right OB

o.Q35

o.o6o

I . 134.. 94 -~1l435

_13.3.43

-~436 ---~2151_~2.02

...

..

-

Plan· Plan 01

i a Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chi Dpth (ft)
Conv. Total (cfs)

-

-

Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frein Loss (ft)
C & E Loss (ft)

-

..

..

1 RS· 2

0.013193
173.00
21.12
6.09
1.86
1506.2
134.35
3594.60
1.30
1.89
0.00

Profile· PF 1 (Continued)
Area (sq ft)

4.26

Flow (cfs)

~~ - -

Top Width (ft)

6.03
2.21
0.71
82.1
6.21
0.57
1.25
0.01
0.01

Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lblft s)
Cum Volume (acre-ft)
Cum SA (acres)

22.15
159.37
12.18
7.20
1.82
1387.5
12.35
1.48
10.62
0.07
0.04

2.02
4.20
2.91
2.08
0.69
36.6
3.22
0.52
1.07
0.00
O.Dl

Errors Warnings and Notes
Warning:

1

The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross sectio~_:__

Warning:

This may indicate the need for additional cross sections.
Warning:

During the standard step iterations, when the assumed water surface was set equal to critical

depth, the calculated water surtace came back below critical depth. This indicates that there is
.not a valid subcritical answer. The program defaulted

~o

critical depth.

---·

'

Plan· Plan 01

WashE

E.G. Etev (ft)

-

WashE

E.G. Slope (ft/ft)

Vel Head (ft)
W.S. Etev (ft)
Grit W.S. (ft)
E.G. Stope (ftlft)

a Total (cfs)
1

Top Width (ft)
Vel Total (ft/s)
Max Chi Dpth (ft)

I Conv. Total (cfs)
, Length Wtd. (ft)

! Min Ch El (ft)
Alpha

I Frctn Loss (ft)
C & E Loss (ft)

1 RS· 1

Profile· PF 1
3594.62 Element
Left OB
0.78 Wt. n-Val.
0.060
3593.84 Reach Len. (ft)
0.00
3593.84 Flow Area (sq ft)
0.50
0.015107 Area (sq ft)
0.50
173.00 Flow (cfs)
0.75
18.07 Top Width (ft)
1.15
6.84 Avg. Vel. (ft/s)
1.51
2.24 Hydr. Depth (ft)
0.43
· -- 1407.5 Conv. (cfs)
6.1
0.00 \ Wetted Per. (ft)
1.42
0.33'
3591.60 Shear (lb/sq ft)
1.08 Stream Power (Jb/ft s)
0.50
0.00 Cum Volume (acre·ft)
0.13 Cum SA (acres)

Channel

RightOB

O.Q35

0.060
0.00
0.87
0.87
1.21
2.65
1.40
0.33
9.9
2.80

0.00
23.93
23.93
171.04
14.27
7.15
1.68
1391.6
14.92
1.51
10.81

0.2_9__
0.41

Errors Warnings and Notes
Warning:
I

'Warning:
i

The energy equation

caul~

not

b~ bala~ced

within the specified number of iterations. The

program used critical depth fa r the water surface and continued on with the calculations.
The energy loss was

great~r
~
t
:.~

ft

(0._~

m). between the current_ and previous cross section .

. This may indicate the need for additional cross sections.

',Warning:

During the standard step iterat_ion~. when the ass_umed water surface was set equal to critical

L_

depth, the calculated

L

not a valid subcritical answer. The program defaulted to critical d_epth .

wat~r

su rtace came back below critical depth.

T~is

indicates that there is

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS20

3650.5

~---- .06 - - - ---*'[- .035 ~',E--- - - - .06 -----~
Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3650.0

3649.5

g
c:

.Q

<a
~

w
3649.0

3648.5

Station (It)

New Tucson Unit 30

3648

~*------ .o6 ----~

.
0

Plan : Plan 01

r- -+
.o6

3/24/2006

XS 19

.o3s ,..
. ~----- .o6 -----~

1

Legend

3
5

EG PF 1
WS PF 1

Crit PF 1

Ground

•

Bank Sta

3647

3646

c:

.Q

;;;

3645

~

[jJ

3644

3643

3642 +-~-~-~~-.-~-~-~~-.-~--~-~~-.-~-~-~---·

0

50

100
Station (It)

150

200

New Tucson Unit 30

Plan : Plan 01

3/24/2006

XS18

~------- .06 -------+-- .035

))j.I(E----- .06 --~
)1

3642.5

Legend
EG PF 1
WSPF 1
Crit PF 1
Ground

3642.0

•

Bank Sta

3641 .5

3641.0

g
c

~ 3640.5
>
Q)

ill

3640.0

3639.5

3639.0

3638.5-t--r--,---,...---.---.---,.----.----,--.,---r-----.----.---.--.,.--r---,----r---,
0
20
40
100
180
60
80
120
140
160
Station (II)

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS17.1

3640

~------- .o6 -------~+.035J*'(f------ .o6-----;)l
1

Legend

EG PF 1
WSPF1
Crit PF 1
Ground

•

Bank Sta

3639

3638

c
0

~
>
Q)

UJ

3637

3636

3635 +-~~~~~~~~--~~~~--~~~-.~~~~--~~~--~~-~-

0

50

100

200

150
Station (ft)

250

300

350

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS17.0

tot-----

-

- -- .06 - - - - - - --*
1 .035*1e----

3639

- - .06 ----~
legend
EG PF 1
WS PF 1
Grit PF 1
Ground

•

Bank Sta

3638

3637

g
c
0

~

>
«>

ill

3636

3635

Station (It)

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS16

o3~-------- .06 -~
06
·~"'
1

3634.0

-------~1 E--.035 -~- .o6->lI

1

1

Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

3633.5

Bank Sta

3633.0

3632.5

g
c:

.Q

~

Q)

m
3632.0

3631.5

363 1.0

Station (ft)

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS 15

~-------- .Q6 ---------i+.Q35>!+
: E -- .Q6 --~
3629.5

Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3629.0

3628.5

c:

~ 3628.0
>
Ql

iii

3627.5

3627.0

3626 . 5 -t---.--,..--..------.----~--.-----,..--.-----,--.--..----.--.,---.--.--...------r--,

0

50

100
Station (It)

150

200

New Tucson Unit 30

3625.5

I+-- - .06

----+t:E

Plan: Plan 01

--+-

3/24/2006

XS14

.035 --*ol - - - - .06

.035

J)!i(.oc ----- .06 ---~)1
Legend
"EG PF 1

WS PF 1
Grit PF 1
Ground

•

Bank Sta

3625.0

3624.5

g
c

~ 3624.0
a>

w

3623.5

3623.0

3622.5 -l--..-----,----,---r--,----,--.-~-...---.--.--.--.-

o

20

40

60

80

100

Station (It)

120

140

160

180

New Tucson Unit 30

3625

~----- .06

------+-

Plan: Plan 01

3/24/2006

XS13.1
.035 ---*t- - - - - .06 ----~
Legend
EG PF 1
WS PF 1

Crit PF 1
Ground

•

3624

Bank Sta

3623

3622

g
c

.Q

co>
Q)

iiJ

3621

3620

3619

3618+-~~~~-~~~--~~~~--~-~--~~~~--~~~--~~~~.

0

50

100

200

150
Station (It)

250

300

350

New Tucson Unit 30

Plan : Plan 01

3/24/2006

XS13.05 48" CMP

3626

~----- .06

------'+-

.035

""*----- .06

------)oj,

Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3624

3622

g
c:

.Q

~

[jj

3620

3618

3616 T-~~~~~~~~--~----.-~~~--~~~~----~~~~~~~

0

50

100

150

200
Station (It)

250

300

350

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS13.05 48" CMP
c----- - .06 - - - +.035

.06 - - - - -----+1
Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

3623

•

Bank Sta

3622

3621

c

.Q

~Ql

3620

iii

3619

3618

3617

36 1 6+-~~~--~~~~-~~~~--~~~-r~~~~.-~~-,-.~-r-r~•

0

50

100

150

200
Station (It)

250

300

350

New Tucson Unit 30

Plan : Plan 01

3/24/2006

XS13.0
Legend

EG PF 1
WS PF 1
Grit PF 1
Ground

•

Bank Sta

3622

c

.Q

~
CD

3621

w

3620

3619

36 18: +---.-~~~~~~----~~~~~~~~--~~~--~~~~~~--~~

0

50

100

150

200
Station (It)

250

300

350

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS12.1
362 1

~+--------- .06 -----~ . L c - - - - - - - .o6 - - - -- ----cJ
1 ,---;,----;---,
0 r
3
5

Legend

EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3620

3619

c

.Q

~

3618

C])

iii

3617

3616

36 1 5 +---.-~-...-----.---·.----,..-~-·

0

50

150

100
Station (It)

200

250

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS12.05 48" CMP

1-E--- - - - - .06 - - - - - - 1 . 1 - E - - - - - - - - - .06 - - - - - - --+1
3621

g
5

r--:L-e-g-e n- d---,
EG PF 1
WS PF 1
Crit PF 1

Ground

•

3620

Bank Sta

3619

3618

~

c

.Q

i\1

>
Cll
iiJ

3617

3616

3615

Station (ft)

New Tucson Unit 30

Plan : Plan 01

3/24/2006

XS12.05 48" CMP
3621

~ .02 -l)l~(---.06 ---~)1· ~-------.06 -------~
0

L egend

3
5

EG PF 1
WS PF 1
Crit PF 1
Ground

•

3620

Bank Sta

3619

3618

E.
c
0

~
>
Q)
iiJ

3617

3616

3615

36 1 4 +-~~~~-.~-------.-~~~~-.~~--,---,~~--r-.-,-~~~~~

0

50

100

150
Station (ft)

200

250

300

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS12.0
""*- - - .06 ------;, .
0
3
5

3621

~------- .06 -------~
Legend

EG PF 1
WS PF 1
Crit PF 1

Ground

•

3620

Bank Sta

3619

3618

~

c

.Q

(ij

>

Q)

jjJ

3617

3616

3615

36 14 +--.--~-,.----...--.---..-.,.-..--,--··

0

50

100

150
Station (ft)

200

250

300

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS11 .1
3619

~-- .o6 --+ .03S*---------- .o6 ----------~
Legend
EG PF 1
WSPF1
Grit PF 1
Ground

3618

•

Bank Sta

3617

3616

g
c:

.Q

~CD

3615

jjj

3614

3613

3612

361 1 +-~-~-~~-.----~-~-~-.---~-r--~~-.--~~--~~--~

0

50

100
Station (It)

150

200

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS11.05 48" CMP
3619

.06 -

I .035 -->k----------- .06 ----------~
--rLegend
EG PF 1
WS PF 1
Crit PF 1

3618

Ground

•

Bank Sta

3617

c

.Q

~

w

3614

3613

3612

v
36 11 +-~-~-~----~-r-~~-.--~-r-~~-.--r-~---~~

0

50

100
Station (It)

150

200

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS11.05 48" CMP
3619

~--.o6 --~)l · 1-t---- - - - - - - - - .06 ---------~
0
3
5

Legend
EG PF 1
WSPF 1
Crit PF 1

3618

Ground

•

Bank Sta

3617

3616

c:
.Q

lii

3615

>
Q)

[j

361 4

3613

3612

361 1 +-~~-~~---~~~--r-~~-~~--~-~~~-r-~~~--~~

0

50

150

100
Station (It)

200

250

New Tucson Unit 30

Plan : Plan 01

3/24/2006

XS11 .0
3619

~-- .06 ----;~ . ~;----------- .06 - - - - - - - - - - - - ,
0

Legend

3
5

EG PF 1
WS PF 1
Grit PF 1
Ground

3618

•

Bank Sta

3617

3616

c:
.Q

~Ql

3615

iiJ

361 4

3613

3612

36 11 +--r~-~~---~~~-~--r~-~~-----~~-r-~~-~~~

0

50

100

150
Station (tt)

200

250

New Tucson Unit 30

3/24/2006

Plan : Plan 01
XS10

.06

+ -

3614

3613

)I(

.035

.06 - ,
Legend
.....................
EG PF 1

~

WS PF 1

--

- ---

Crit PF 1
Ground

•

Bank Sta

··-···············································----··················

3612

g:
c:

.Q

lii

361 1

>

Q)

iii

I•

3610

..

..
·;

3609

'

3608
0

10

20

30
Station (It)

40

•

50

60

New Tucson Unit 30

3612

Plan: Plan 01

3/24/2006

XS9
~------- .06 ------~,k1 -- .035 ~+E-------.06 -----)oi~

Legend
EG PF 1
WS PF 1

Ground

•

Bank Sta

3610

3608

c:

.Q

iii

3606

>
Q)

[ij

3604

3602

Station (It)

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS8

3608

t--- - - - - - - .06 -------~:~ .035 -~+E---- .06 --~)1
Legend
EG PF 1

WS PF 1
Crit PF 1
Ground

•

Bank Sta

3606

3604

g
c
0

~

iii

3602

3600

Station (ft)

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS7

3606

t+----- .06 ----~-+-- .035 -*:E------ .06 ----~)1
Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3604

3602

g:
c:
.Q

til

>
Q)

[jJ

3600

3598

3596 +-~~-~~--~~~-r----~~--~~--~--~~~--~~-r~-~~

0

20

40

60
Station (It)

80

100

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS6

3604

~----- .06 -----*-- .035

---+;------

.06 - - - - - - '
Legend

EG PF 1
WS PF 1
Ground

•

Bank Sta

3602

3600

c
0

~

(])

w

3598

3596

3594+-~~-~~-.~~~~~-.~-r-~~----~~~~---~~~~---

0

20

60

40
Station (It)

80

100

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS5

3600

~------ .06 - -- - - -l+E-- .035 - ))foi(E ---- .06 ------:~
Legend

EG PF 1
WS PF 1

Crit PF 1

Ground

•

3599

Bank Sta

3598

3597

g
c
0

~

>
Q)

Ui

3596

3595

3594

Station (It)

New Tucson Unit 30

Plan : Plan 01

3/24/2006

XS4

3598

~--- .06 - - - -*

-

.035

->k-.06 -----i~- .06___j
I
- 1

Legend
EG PF 1
WS PF 1

Crit PF 1
Ground

•

3597

Bank Sta

3596

3595

g
c

.Q

iii

>
Q)
iiJ

3594

3593

3592

Station (It)

New Tucson Unit 30

Plan: Plan 01

+ -+-

3/24/2006

XS3

3595

~---- .06 ------*~.035

.06

.035 -*+~- .06__,
Legend
····;················
EG PF 1

WS PF 1

Ground

•

Bank Sta

3594

3593

3592

g
c:

.Q

1ii

>
Q)

[j

3591

3590

3589

3588+--~--.---~--.---~------~--.---~--.---~--.---~--,---~--~

0

20

40

60

80
Stat.ion (ft)

100

120

140

160

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS2

3592

1<- - - - - .os- - - -+-

.035 - > k - - - - .os- -- --'J
1
I

Legend
EG PF 1
WSPF1
Ground

•

Bank Sta

3591

3590

c:
0

~

(])

w
3589

3588

3587 -t-..--,---,.--..-.---r~--.---.--,--

0

20

40

80

60
Station (It)

100

120

140

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS1

3593

~------- .06 - - - - - - --+ .035 .·- - -- - .06 - - -- 1
>'-{
1

Legend
EG PF 1
WSPF1
Crit PF 1

3592

Ground

•

Bank Sta

3591

3590

g
c:

.Q
(ij

3589

>

Ql

w

3588

3587

3586

~8s+-~-~~-~-.----­

o

100

200
Station (It)

300

400

New Tucson Unit 30

Plan: Plan 01

3/24/2006

-+

XS0.5 36' CMP
~----------- .06 --------

3593

.035 ~~f------ .06----~)1
Legend

EG PF 1
WSPF 1
Crit PF 1

3592

Ground

•

Bank Sta

3591

3500

g
c

.Q

~CD

3589

[ij

3588

3587

3586

3585 +-~--~--~~--.--------~-~-.­

o

100

200
Station (It)

300

400

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS0.5 36" CMP

~~

~--------------- .06 --------------~J . ~-------- .06 --------~

1o

Legend

3
5

EG PF 1
WS PF 1
Crit PF 1
Ground

•

Bank Sta

3592

3590

c:

.Q

~

Q)

w

3584 +-~--~--~~--.---~----~~---r--~~--~~--.---~~--~~--,

0

100

200
Station (It)

300

400

New Tucson Unit 30

Plan: Plan 01

3/24/2006

xso
&4

~-------- .06 -------~. Lo----- .06 -----~

or
3
5

Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3592

3590

c

.Q

~
a>

w
3588

3586

3584 +o-~--~~-~-1·0-0-~~-~~--2·0-0--~~-~~-3'o_
o_~~--~~--·
4 00
Station (It)

New Tucson Unit 30

Plan : Plan 01
XS-1

3590

1 .035
~------- .06 --------~

+-

3/24/2006
.06 - J
~
Legend
EG PF 1
WS PF 1

Grit PF 1
Ground

•

3589

Bank Sta

3588

3587

g
c
0

'c>ii
CD

iiJ

3586

3585

3584

3583 +-~~-~~-.---~~-~--~-.-.-~-.~-~~~-.-~~--~·

0

50

150

100
Station (It)

200

250

New Tucson Unit 30
ioE---

3618.5

.06 --~)~c - .035
1

-+--

Plan: Plan 01

3/24/2006

XS11
.06 ---)l.)l~(- .035

)>ol.lc,___ _ .06 - -- ) 01
1

Legend

...EG..P.F..1···
WSPF1
Crit PF 1
3618.0

Ground

•

Bank Sta

3617.5

3617.0

c

2co

3616 .5

iD

[ij

3616.0

3615.5

3615.0

3614.5 +--~~-~-----.--~.....----,--.-~----.--.--.,--,---r-.---.-----,---,--.---~-~--,

0

20

40

60
Station (It)

80

100

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS10
3616.0

~---- .06 ------'~ .035 ~------.06 --------+1
I

r--:--:----,

Legend

EG PF 1

WS PF 1
Grit PF 1
Ground

•

3615.5

Bank Sta

3615.0

3614.5

c

.Q

~
w
Q)

3614.0

3613.5

3613.0

3612 .5 -I-......--...-..--.---,---,---.----,--.--.--.-~-~~T""

0

10

20

40

30
Station (It)

50

60

70

3614

r-j

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS9

.06 ----~f---- .o3s -~---- .o6 ---__,~
Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3613

3612

g
c

.Q

(;j

>

Ql

w
3611

3610

3009+-~~~~~~~~--~~-- ~·~~~--~~~~~~~~-.~~~~

0

10

20

40

30
Station (It)

50

60

70

New Tucson Unit 30

Plan : Plan 01

3/24/2006

XS8

3612.0

~----- .06 ----~>k-- .035 -~'~----.06 ----~)1
I

Legend
EG PF 1
WS PF 1
Crit PF 1

3611 .5

Ground

•

Bank Sta

3611 .0

3610.5

g
c

~ 3610.0
>
(])
iii

3609.5

3609.0

3608.5

3608 .o +---~--.--.--~----.--.--.--~--.---.---.--~--.--.---

o

10

20

30

40
Station (It)

50

60

70

80

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS7

3610.0

1

k - - - - - -- - .06 -------~ .035

~I'----- .06 ---~
Legend

EG PF 1
WS PF 1
Grit PF 1
Ground

------------------------------------ - - - -

3609.5

•

Bank Sta

3609.0

3608.5

g
c

.Q

iii
>
<I>

w
3608.0

3607.5

3607.0

3606 . 5 +--r--r--r-~-.---,---,---,--~ ---,--·~~~-.---.--r--,----r--,---.----,-~---.~r--~-r--.---,

0

20

40

60
Station (It)

80

100

120

New Tucson Unit 30

Plan : Plan 01

3/24/2006

XS6

3609

~-------- .06

-----------'+-

.035

~---.06 ----,
Legend

EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3608

3607

g
c

.Q
(ij

3606

>

Cll

iiJ

3605

3604

3603+-~r-~-.~~-r~-.~~~~--~~~--~~~~--~r-~-.~~~-r~

0

10

20

40

30
Station (It)

50

60

70

New Tucson Unit 30

Plan: Plan 01

3/24/2006

xss
3606

k----- - - - .06 - - - -- - - - '+ - - .035 - -*

- - - .06 ---~)1
Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3605

3604

c

.Q

(ij

3603

>

Cl)

iiJ

3602

3601

3600+-~~~~~~~~~~~~~~~--~-~~~~~~-~~r-~~~~-

0

10

20

30
Station (ft)

40

50

60

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS4. 1

3604

~----- .o6 ------+- .o3s *'E------.o6 -----~)l
Legend
£G PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3603

3602

c

.Q

«i
>
Cl)

iiJ

360 1

3600

3599+-~--~--~---.---~~--~~--.---~~--T----.---~~--~~--.

0

50

100

Station (ft)

150

200

New Tucson Unit 30

3606

k----- - - .06

----- c+--

Plan: Plan 01

3/24/2006

XS4.0
.035 - +f - - - - - - - - .06 _ _ _ _ ____,
Legend
· EG PF 1
WS PF 1

Ground

•

3605

Bank Sta

3604

3603

c

.Q

1ii

3602

>
iiJ
Q)

3601

3600

3599

3598 +-~-~-r-~-.--~~-~~-.--~~-~~-.--~~-~-~.

0

50

100
Station (It)

150

200

New Tucson Unit 30

Plan : Plan 01

3/24/2006

XS3
~-------------- .06 ----------------*

3602

.035

Legend
EG PF 1
WS PF 1
Crit PF 1
Ground

•

Bank Sta

3601

3600

c:

.Q

iii

3599

>
Q)

[j

3598

3597

3596 +-~~~~~~~~--~~~~~~--~~~~-.~~--r-~.-~~~-r~

0

10

20

30
Station (It)

40

50

60

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS2

3600

~---.06 ---~"E-- .035

- +f--------

.06 -----~
Legend
EG PF 1
WS PF 1
Grit PF 1

Ground

•

Bank Sta

3599

3598

c

.Q

co>

3597

Q)

[ij

3596

3595

3594 +--~--.---~--.------,--,---,--,--,-~--,--r--,--~-~

·o

10

20

30

40
Station (It)

50

60

70

80

New Tucson Unit 30

Plan: Plan 01

3/24/2006

XS1

3596

I'E-----

- .06 _ _ ___,)oi+-- - - .035 ---~:----- .06 ----~
)1
Legend
EG PF 1
WS PF 1
Crit PF 1

Ground

•

Bank Sta

3595

3594

c

.Q

iii
>

(])

iii

3593

3592

3591 +-~~--~~-.-~--~~"--.-~~-~~-.~-~~~-.---~~-~.

0

10

20

30
Station (It)

40

50

-

-

-

-

-

WashDRevFloodplainl.rep

HEC-RAS Version 3.1.2 April 2004
U.S. Army Corp of Engineers
Hydrologic Engineering Center
609 Second Street
Davis, California
X
X
X

X
X
X

X
X

XXX XX XX

xxxx

X
X
X

X
X

X
X
X

xxxx

XXX XXX

xxxxxx

X
X
X
X
X

xxxx
X

X
X
XXX

xxxx

xxxx

X
X
X

X

xxxx

XX

X
X

X

X

X

X

X
X
X

X
X
X

X
X

xxxxxx

X
X
X

xxxx

xxxxx

PROJECT DATA
Project Title: New Tucson Unit 30

Project File

WashDRevFloodplainl.prj

Run Date and Time: 3/24/2006 3:04:01 PM
Project in English units
Project Description:
Wash D and Wash E
Revised Floodplain

PLAN DATA
Plan Title: Plan 01

Plan File

h:\05000\05151\WashDRevFloodplainl.pOl
Geometry Title: Geom 01

Geometry File

h:\05000\05151\WashDRevFloodplainl.gOl

Flow Title

Flow 01
h:\05000\05151\WashDRevFloodplainl.fOl

Flow File
Plan Summary Information:
Number of:
Cross Sections
Culverts
Bridges

Multiple Openings
Inline Structures
Lateral Structures

38
4
0

Computational Information
Water surface calculation tolerance
Critical depth calculation tolerance
Maximum number of iterations
Maximum difference tolerance
Flow tolerance factor

0
0
0

0.003
0.003
20

0.1
0.001

Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method:
Average Conveyance
Computational Flow Regime:
Subcritical Flow

FLOW DATA
Flow Title: Flow 01
Flow File
h:\05000\05151\WashDRevFloodplainl.£01
Flow Data (cfs)
River
WashD
WashD
Was hE

Reach
1

2
1

RS
20
3
11

PF 1
226
399
173

Page 1

X
X

-

..

WashDRevFloodplainl.rep
Boundary Conditions

River

Reach

Profile

WashD

1

WashD
Was hE

2

PF 1
PF 1
PF 1

1

•

-

-

Downstream

Critical
Critical

Critical

GEOMETRY DATA
Geometry Title: Geom 01
Geometry File : h:\05000\05151\WashDRevFloodplainl.gOl
Reach Connection Table
River

-

Upstream

Reach

WashD
WashD

Downstream Boundary

Upstream Boundary

1

Jn
Jn

2
1

Was hE

Jn

JUNCTION INFORMATION
Name:

Jn

Description:
Energy computation Method
Length across Junction
River
Reach
WashD
WashE

Tributary

River
to WashD
to WashD

1
1

Reach

Length
139.48

Angle

2

2

0

0

0

CROSS SECTION

RIVER: WashD
REACH:

1

RS:

20

INPUT
Description: XS20
Station Elevation nata
num=
Elev
Elev
Sta
Sta
15.63
3649.9
0 3650.3
25.24
3649.6
29.65 3649.6
55.39 3648.89
55 3648.9
71.64
3648.6
76.33 3648.52
112.66 3648.42
127.36 3648.5
162.53 3648.77
167.66 3648.9

30
Sta
Elev
15.86 3649.89
30.4 3649.6
56.01 3648.86
76.92
3648.5
135.72 3648.6
189.38 3649.6

Manning's n Values
n Val
Sta
Sta
.06
86.62
0

num=
n Val
.035

3
Sta
112.66

Bank Sta: Left
86.62

Lengths: Left Channel
163.51 171.59

Right
112.66

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ftl
W.S. Elev (ft)
Crit w.s. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. { ft)
MinCh El (ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ftJ

Sta
Elev
18.15 3649.82
51.87
3649
56.69 3648.83
84.89 3648.29
156. 3 2 3648.6
200.48
3650

Sta
19.13
53.62
69.7
86.62
161.86
208.74

Elev
3649.78
3648.95
3648.6
3648.27
3648.74
3650.4

n Val
. 06
Right
179.62

Coeff Contr.
.1

Expan .
.3

Profile #PF 1
3649.41
0.27
3649.13
3649.13
0.023021
226.00
127.72
3.25
0.86
1489.5
171.76
3648.27
1. 68
2.67
0.03

Element
Wt. n~Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width ( f t )
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs}
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volwne (acre··ft)
Cum SA (acres)
Page 2

Left OB
0.060
163.51
18.18

18.18
40.71
39.48
2.24
0.46
268.3
39.49
0.66
1.48
1. 07
2.19

Channel
0.035
171.59
20.50
20.50
112.55
26.04
5.49
0.79
741.8
26.04
1.13
6.21
2.02
1.10

Right OB
0.060
179.62
30.88
30.88
72.73
62.20
2.36
0.50
479.4
62.21
0. 71
1. 68
0.74
1.18

...

-

-

WashDRevFloodplainl.rep
Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The conveyance ratio {upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.

-

CROSS SECTION

-

INPUT
Description: XS19
Station Elevation
Sta
Elev
0 3647.1
39.55 3645.3
64.79 3643.6
71.33
3644
94.32 3643.6
103.44 3642.6
111.7 3643.1
149.36 3645.6
194.8 3646.9

-

-

-

-

-

-

RIVER: WashD
REACH: 1

RS: 19

Data

nurn=
Sta
Elev
3.94 3647.01
47.78 3645.02
65.34 3643.6
74 3644.6
95.81 3643.12
106.65 3642.6
112.6 3643.6
154.53 3645.73
197.52 3647.12

42
Sta
Elev
14.88 3646.6
51.21 3644.91
69.55 3 64 3 . 6
81.31 3644.6
97.77 3642.6
107.93 3642.6
114.23 3643.78
184.57 3646.47

Manning's n Values
Sta
n Val
Sta
.06
64.79
0

num=
n Val
.035

Bank Sta: Left
95.81

Lengths: Left Channel
196.4
198.7

Right
111.19

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
w.s. Elev (ft)
Crit W.S. ( ft)
E.G. Slope (ftlft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/S)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. { ft)
Min Ch El (ft)
Alpha
Frctn Loss {ft)
C & E Loss (ft)

Sta
Elev
31.65 3645.63
58.12 3644.66
69.58 3643.6
92.29 3644.6
99.87 3642.6
110.29 3642.6
116.66 3644.6
188.95 3646.58

Sta
Elev
32.16 3645.6
60.26 3644.6
69.7 3643.6
93.9 3643.74
101.78 3642.6
111.19 3642.97
131.1
3645.2
189.63
3646.6

5

Sta
71. 33

n Val
.06

Sta
95.81

n Val
.035

Right
194.97

Sta
111.19

Coeff Contr.
.1

n Val
.06
Expan.

.3

Profile #PF 1
3645.08
0.60
3644.48
3644.48
0.011209
226.00
36.41
5.37
1. 88
2134.7
196.53
3642.60
1.34
1. 81
0.04

Element
Wt.

n~Val.

Reach Len. (ft)
Flow Area (sq ftJ
Area (sq ftJ
Flow (cfsJ
Top Width (ft)
Avg. Vel. ( ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. (ft)
Shear ( lb/sq ft)
Stream Power {lb/ft S)
Cum Voltune (acre- ft)
Cum SA (acres)

Left 08
0.042
198.70
10.17
10.17
29.62
15.92
2.91
0.64
279.8
16.40
0.43
1. 26
1. 02
2.08

Channel
0.035
196.40
28.19
28.19
188.64
15.38
6.69
1. 83
1781.8
15.52
1. 27
8.50
1. 92
1. 02

Right 08
0.060
194.97
3. 75
3. 7 5
7.74
5.11
2.06
0.73
73.1
5.38
0.49
1. 01
0.67
1. 04

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross~section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
This indicates that there
depth, the calculated water surface came back below critical depth.
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: WashD
REACH: 1

RS: 18

INPUT
Page 3

..
-

-

-

-

-

..

-

..
..

..
..

WashDRevFloodplainl.rep

Description: XS18
Station Elevation
Sta
Elev
0 3642.1
31.95 3641.3
61.35 3640.6
80.31 3640.6
99.95
3638.6
108.14 3639.6
148.91 3641.5

Data
Sta
22.63
32.54
62.73
90.46
102.83
115.34
151.74

Manning's n Values
Sta
n val
Sta
0
.06
92.61
Bank Sta:

Left
92.61

num=
Elev
3641.62

3641.34
3640.6
3639.97
3638.6
3640.35
3641.6

num=

n Val
.035

33
Sta
Elev
22.89 3641.61
40.65 3641.09
69.38 3640.6
92.61
3639.6
103.66 3638.6
120.01 3640.6
163.07 3642.08
3
Sta
120.01

Sta
23.47
57.53
78.54
96.49
106.09
136.64

Elev
3641.6
3640.73
3640.6
3638.75
3638.68

3640.78

Elev
3641.6
3640.71
3640.66

3638.6
3638.94

3641.02

n Val
. 06

Lengths: Left Channel
262.07
251.09

Right
108.14

Sta
23.29
56.63
74.04
96.03
104.71
126.66

Right
236.29

Coeff Contr.
.1

Expan.
.3

Profile #-PF 1

CROSS SECTION OUTPUT
E.G. Elev 1ft)

3641.32
0.46
3640.87
3640.87
0.007693
226.00
79.70
4. 07
2.27
2576.7
251.48
3638.60
1. 78
3.67
0.08

Vel Head (ft)

w.s. Elev I ft I
Crit W.S. I ftl
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width 1ft)
Vel Total ( ft/s)
Max Chl Dpth ( ft)
Conv. Total (cfs}
Length Wtd. ( ft)
Min Ch El ( ft)
Alpha
Frctn Loss (ft)
C & E Loss 1ft)

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. ( ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft}
Shear ( lb/sq ft I
Stream Power (lb/ft S)
Cwn Volwne (acre-ft)
Cum SA (acres)

Left OB
0.060
262.07
14.45
14.45
15.39
42.05
1. 06
0.34
175.5
42.10
0.16
0.18
0.96
1. 95

Channel
0.035
251.09
31.49
31.49
185.84
15.53
5.90
2.03
2118.8
15.79
0.96
5.65
1. 79
0.95

Right OB
0.036
236.29
9.58
9.58
24.78
22.12
2.59
0.43
282.5
22.17
0.21
0.54
0.64
0.98

Warning: The energy equation could not be balanced within the specified nwnber of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the asswned water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: WashD
REACH: 1

RS:

INPUT
Description: XS17.1
Station Elevation Data
Sta
Elev
Sta
0 3639.2
11.44
16.62
3638.4
24.3
3637.6
39.32
39.53
55.35 3637.1
57.31
73.83
3636.6
76.76
110 3635.58
160
270 3635.58
290
331.82 3638.66
334.19
Manning's n Values
Sta
n Val
0
.06
Bank Sta: Left
195

Right
220

CROSS SECTION OUTPUT
E.G. Elev ( ft)

Sta
195

17. 1

nwn=
Elev
3638.6
3638.12
3637.6
3637
3636.46
3635.37
3636.26
3638.8

39
Sta
11.95
26.88
43. 67
62.62
80.84
190
301.16
338.61

Elev
3638.57
3638.08
3637.52
3636.84
3636.23
3635.37
3637.89
3638.93

nwn=
n Val
.035

3
Sta
220

n Val
. 06

Lengths: Left Channel
34
34

Sta
12.23
29.93
44.04
63.95
83.08
195
320.93
340.95

Right
34

Elev
3638.56
3637.96
3637.5
3636.78
3636.15
3635.37
3638.31
3639.04

Sta
13.98
39.27
45.06
71. 51
90
220
330.48

Coeff Contr.
.1

Elev
3638.5
3637.61
3637.45
3636.6
3635.96
3635.37
3638.6

Expan .
.3

Profile #PF 1
3636.08

Left OB

Element
Page 4

Channel

Right OB

...

-

-

-

_.

..

-

..

-

-

•
•
•

Vel Head (ft)
Elev (ft)

3635.88

Crit 1•/.S. ( ft)
E.G. Slope (ft/ft)

Q Total

3635.88
0. 037784
226.00
184.58
3. 03

(cfs)

Top Width

WashDRevFloodplainl.rep
Wt. n-Val.
0.060
Reach Len. ( ft)
34.00
Flow Area (sq ft)
40.42
Area {sq ft)
40.42
Flow (cfs)
105.84
Top Width { f t)
100.77
Avg. Vel. ( ft!s)
2.62
Hydr. Depth ( ft)
0.40
Conv. (cfs)
544.5
Wetted Per. { ft)
100.77
Shear (lb/sq ft)
0.95
Stream Power (lb/t:t s)
2.48
Cum Volume (acre-ft)
0.80
Cum SA (acres)
1. 52

0.20

w.s.

I ft I

Vel Total ( ft/sl
Max Chl Dpth 1ft I
Conv. Total (cfs)
Length Wtd. I ft I

0.51
1162.7
34.00
3635.37
1. 41
0.83

Min Ch El I ft I

Alpha
Frctn Loss I ftl
C & E Loss I ft I

0. 02

•

0.060
34.00
21.55
21.55
53 .10
58.81

2.46
0.37
273.2
58.82
0.86
2.13
0.55
0.76

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program selected the water surface that had the least amount of error between computed and
assumed values.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcri tical answer.
The program defaulted r.o critical dep~!l..
CROSS SECTION
RIVER: '•iashD
REACH: 1

RS: 17.0

INPUT
Description: XS17.0
Station Elevation Data
num=
Sta
Elev
Elev
Sta
0 3638.3
11.59 3637.6
21.91 3637.6
19.51 3637.6
53.51 3636.6
57.66 3636.6
60.13
3636.6
63.77 3636.41
78.94 3635.6
78.44 3635.6
160 3634.41
180 3634.41
270 3634.62
290 3636.3
316.15 3637.6 318.81 3637.6
Manning's n Values
n Val
Sta
0
.06
Bank Sta: Left
180

Sta
180

Right
2 05

CROSS SECTION OUTPUT
E.G. Elev (ft)
vel Head ( ft)
w.s. Elev (ft)
Crit N.S. I ft I
E.G. Slope (ft/ft)
Q Total {cfs)
Top Width ( ft)
Vel Total (ft/sl
Max Chl Dpth ( ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El ( ft)
Alpha
Frctn Loss ( ft)
C & E Loss 1ft)

38
Sta
Elev
11.9 3637.6
36.43 3637.1
58.67 3636.6
74.37 3635.6
80.96 3635.53
190 3634.41
311.85 3 63 7 . 6
330.93 3638.16

num=
n Val
. 03 5

Sta
Elev
12.46 3637.6
48.63 3636.6
59. 66 3636.6
75.61 3635.6
90
3635
205 3634.41
315.1 3637.6

Sta
Elev
17.7 3637.6
49.87 3636.6
59.87 3636.6
77.83 3635.6
110 3634.62
220 3634.41
315.43 3637.6

3

Sta
205

n Val
.06

Lengths: Left Channel
168.57 190.98

Right
208.44

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3635.16
0.12
3635.04
3634.92
0.017012
226.00
185.63
2.36
0.63
1732.7
188.35
3634.41
1. 36
2.06
0. 03

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area lsq ft)
Area (sq ft)
Flow (cfs)
Top Width I ft I
Avg. Vel. ( ft/S)
Hydr . Depth I ft I
Conv. (cfsl
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft sl
Cum Volume {acre-ft)
Cum SA (acres)

Left OB
0.060
168.57
43.29
43.29
85.43
90.65
1. 97
0.48
655.0
90.65
0.51
1. 00
0.76
1. 45

Channel
0.035
190.98
15.70
15.70
63.78
25.00
4.06
0.63
489.0
25.00
0.67
2. 71
1. 65
0.81

Right OB
0.060
208.44
36.62
36.62
76.79
69.98
2.10
0.52
588.7
69.99
0.56
1.17
0.53
0.71

Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections .
Warning: The energy loss was greater than 1.0 ft (0.3 m}. between the current and previous cross section.
This may indicate the need for additional cross sections.

•

0.035
34.00
12.74
12.74
67.06
25.00
5.26
0.51
345.0
25.00
1. 20
6.33
1. 66
0.83

CROSS SECTION
Page 5

-

-

-

-

-

-

WashDRevFloodplainl.rep
RIVER: WashD
REACH: 1

RS: 16

INPUT
Description: XS16
Station Elevation Data
Sta
Elev
Sta
0 3633.2
4.77
34.78 3632.3
36.19
65.9 3632.9
66.06
71.49 3632.8
73.06
89.97
3633
98.38
105.72 3632.6 108.82
131.6 3632.3 135.32
152.07 3631.8 154.72
169.31 3630.6 169.43
177.4 3632.5 177.48

nurn=
Elev
3633.08
3632.6
3632.89
3632.82
3632.81
3632.6
3632.2
3631.6
3630.6
3632.6

51
Sta
20.94
42.18
67.16
75.53
99.96
123.92
138.96
157.26
17 2 . 94
178.64

Manning's n Values
n Val
Sta
Sta
0
.06
24.34

num=
n Val
.035

Sta
36.19

Bank Sta: Left
154.72

Lengths: Left Channel
188.09 200.76

194.3

Elev
3632.6
3632.6
3632.88
3632.85
3632.79
3632.36
3632.12
3630.89
3631.41
3632.67

Elev
Sta
23.98 3632.36
50.19 3632.6
69.73 3632.86
75.81 3632.85
104.19 3632.68
126.24 3632.33
145.72 3632.08
159.11 3630.6
173.6 3631.6
180.94 3632.81

Sta
24.34
60.3
71.04
76.19
104.95
127.15
151.02
163.82
175.64
192.45

Elev
3632.36
3633.03
3632.83
3632.85
3632.66
3632.31
3631.82
3630.6
3632.1
3633.6

Sta
173.6

n Val
.06

3633.6

Right
173.6

CROSS SECTION OUTPUT

5

n Val
.06

Sta
154 . 7 2

n Val
. 035

Right
201.94

Coeff Contr.
.1

Expan.
.3

Profile #PF 1

E.G. Elev ( ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ftl

3633.07
0.41
3632.66
3632.66
0.007635
226.00
105.81
3.64
2.06
2586.4
197.45
3630.60
1. 99
2.48
0.02

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width ( ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
conv. (cfs)
wetted Per. (ft}
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.055
188.09
24.84
24.84
29.80
82.13
1. 20
0.30
341.0
82.20
0.14
0.17
0.63
1.11

Channel
0.035
200.76
34.88
34.88
193.21
18.88
5.54
1. 85
2211.1
19.12
0.87
4.82
1. 54
0.72

Right OB
0.060
201.94
2.30
2.3.0
2.99
4.80
1. 30
0.48
34.2

4.96
0.22
0.29
0.43
0.53

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft {0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: WashD
REACH: 1

RS: 15

INPUT
Description: XS15
Station Elevation
Sta
Elev
0 3629.2
22.19 3628.6
54.57
3628~6
86.25 3628.1
96.03
3628
122.87
3627.1
139.3
3628.6
166.82 3629.3

Data
Sta
11.62
22.23
57.81
88.31
97.97
124.94
144.81
168.53

num=
Elev
3628.9
3628.6
3628.6
3628.05
3627.94
3626.96
3628.85
3629·. 37

38
Sta
15.63
22.55
59.95
90.29
115.41
133.37
150.57
175.34

Elev
3628.78
3628.6
3628.6
3628.02
3627.6
3627.6
3629.02
3629.49

Sta
16.69
22.85
65.44
90.55
117.76
133.72
153.84
Page 6

Elev
3628.75
3628.6
3628.41
3628.01
3627.6
3627.6
3629.11

Sta
22.11
43.78
72.1
92.3
121.2
137.58
158.64

Elev
3628.6
3628.6
3628.28
3627.94
3627.6
3628.28
3629.23

...

-

-

-

-

-

..

..

WashDRevFloodplainl.rep
Manning's n Values
Sta
n Val
Sta
0
.06
121.2

nurno:o

Bank Sta: Left

Lengths: Left Channel
206.04
203.01

121.2

Right
133.37

CROSS SECTION OUTPUT

n Val
.035

3
Sta
133.37

n val
.06
EXpan.

.3

Profile #PF 1

E.G. Elev I ft I
Vel Head I ftl
w.s. Elev ( ft)
Crit W.S. 1ft)
E.G. Slope ( ft/ ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El ( ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area lsq ft I
Flow (cfs)
Top Width ( Et)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. 1ft)
Shear (lb/sq ft)
Stream Power ( lb/ ft s)
Cum Volume (acre-ft)
Cum SA (acres)

3629.19
0.61
3628.58
3628.58
0.024346
226.00
78.61
4.25
1.62
1448.4
203.71
3626.96
2.18
3.17
0.09

Left OB
0.060
206.04
33.98
33.98
89.27
60.62
2.63
0.56
572 .1
60.64
0.85
2.24
0.50
0.80

Channel
0.035
203.01
16.20
16.20
129.15
12.17
7.97

1. 33
827.7
12.27
2.01
16.00
1. 42
0.65

Right OB
0.060
195.68
3.05
3.05
7.57
5.81
2.49
0.52
48.5
5.90
0.78
1. 95
0.42
0.51

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The conveyance ratio (upstream conveyance divided by dm·mstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: WashD
REACH: 1

RS: 14

INPUT
Description: XS14
Station Elevation
Sta
Elev
0 3625.1
3623.8
37.06
3623.6
45.93
78.44
3624
104.1 3622.6
118.18 3623.6
141.37
3624.6

Data
num=
Sta
Elev
7.89 3624.72
37.7 9 3623.75
48.94 3623.6
82.19 3623.94
109.08 3622.6
118.54
3623.6
142.79 3624.6

35
Sta
Elev
10.34 3624.6
40.45 3623.6
3623.6
58.38
88.02 3623.77
112.44 3622.6
121.53 3623.6
144.47 3624.6

Manning's n Values
Sta
n Val
Sta
0
.06
40.45

num=
n Val
.035

Bank Sta: Left
91.66

Lengths: Left Channel
159.86 154.71

Right
116.66

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head ( ftl
w.s. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total ( ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ftl
MinCh El (ft)

5
Sta
58.38

n Val
.06

Sta
Elev
16.26 3624.41
41.38 3623.6
72.89 3624.02
91.66 3623.6
115.75 3623.53
132.64 3624.2
145.36 3624.6

Sta
35.01
43.97
75.68
98.46
116.66
137.73
170.56

Elev
3623.81
3623.6
3624.03
3623.03
3623.6
3624.6
3625.12

n Val
.035

Sta
116.66

n Val
.06

Sta
91.66

Right
151.57

Coeff Contr.
.1

Expan .
.3

Profile #PF 1
3624.52
0. 31
3624.21
3624.21
0.010783
226.00
110.09
3.45
1. 61
2176.4
155.37
3622.60

Element
Wt. n-Val .
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width {ft)
Avg. Vel. {ftls)
Hydr. Depth (ftl
Conv. (cfs)
Wetted Per. (ftl
Shear (lb/sq ft)
Page 7

-

Coeff Contr.
.1

Right
195.68

Left OB
0.044
159.86
27.47
27.47
54.59
69.03
1. 99
0.40
525.7
69.05
0.27

Channel
0.035
154.71
31.66
31.66
162.61
25.00
5.14
1. 27
1566.0
25.17
0.85

Right OB
0.060
151.57
6.35
6.35
8.79
16.06
1. 38
0.40
84.7
16.07
0.27

...

-

-

Alpha
Frctn Loss
C & E Loss

I ftl

1. 68
0.35

( ft)

0.07

WashDRevFloodplainl.rep
Stream Power (lb/ ft S)
Cwn Volume {acre-ft)
Cum SA (acres}

0.53
0.36
0.50

4.35

1. 31
0.56

0. 37
0 .40
0 .46

..

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

~

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the ass~~ed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there

is
not a valid subcritical answer.
-

The program defaulted to critical depth.

CROSS SECTION

-

-

...
..
..

...

..
...

..
..

RIVER: WashD
REACH: 1

RS: 13.1

INPUT
Description: XS13 .1
Station Elevation Data
Sta
Elev
Sta
0
3625
10.77
26.94
3623.6
27.69
40.47
3622.6
46.39
67.34 3621.91
69.41
87.58
3621.6
90.69
137.99 3621.15 140.33
157.68 3618.9 163.91
173.15 3618.9 173.33
190 3621.85 208.44
245.53 3623.47
249.61
261.57 3623.83
266.73

numoo:
Elev
3624.5
3623.5
3622.5
3621.8
3621.7
3621.1
3618.9
3618.9
3622.3
3623.6
3623.9

54
Sta
12.01
32.32
56.31
77.14
102.09
145.08
165.08
177.55
212.39
250.06
280.06

Elev
3624.41
3623.19
3622.3
3621.6
3621.6
3620.95
3618.9
3 621 . 6
3622.41
3 62 3 . 6
3624.14

Manning's n Values
Sta
n Val
Sta
0
.06 145.08

num=
n Val
.035

3
Sta
177. 55

n Val
.06

Bank Sta: Left
145.08

Lengths: Left Channel
22
22

Right
177.55

CROSS SECTION OUTPUT
E.G. E1ev (ft}
Vel Head (ft)
w.s. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/sl
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Sta
Elev
26.92 3623.6
35.08 3622.97
61. 53 3622.13
3621.6
81.58
109.36 3621.6
147.23 3618.9
171.88 3618.9
177.96 3621.6
219.55 3622.6
3623.6
251.46
3 02 . 9 8 3624.64

Right
22

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3621.95
0.09
3621.86
3620.19
0.000951
226.00
121.88
1. 99
2.96
7328.4
22.00
3618.90
1. 48

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width ( ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv . (cfs)
\.'let ted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ ft s)
Cwn Volume (acre-ft)
Cum SA (acres l

CULVERT
RIVER: WashD
REACH: 1

Sta
Elev
26.93
3623.6
38.3 3622.72
64.46 3622.02
87.39
3621.6
127.68 3621.6
149.31 3618.9
172.59 3618.9
17 8. 03
3621.6
237.59 3623.21
253.33
3623.6

RS:

13.05

INPUT
Description: XS13.05 48" DIP
Distance from Upstream XS =
1
Deck/Roadway Width
18
Weir Coefficient
2.6
Upstream Deck/Roadway Coordinates
nurn=
2
Page 8

Left OB
0.060
22.00
24.06
24.06
8.48
76.72
0.35
0.31
274.9
7 6. 74
0. 02
0.01
0.26
0.23

Channel
0.035
22.00
88.08
88.08
217.18
32.47
2.47
2.71
7042.6
34.08
0.15
0. 3 8
1.10
0.46

Right OB
0.060
22.00
1. 69
1.69
0.34
12.69
0.20
0.13
10.9
12.69
0.01
0.00
0.39
0.41

-

-

...

Sta Hi Cord Lo Cord
0
3621.8

WashDRevFloodplainl.rep
Sta Hi Cord La Cord
267
3621.8

Upstream Bridge Cross Section Data
Station Elevation Data
nwn=

Sta

Elev

Sta
10.77

0
3625
26.94
3623.6
40.47
3622.6
67.34 3621.91
87.58 3621.6

27.69
46.39
69.41

90.69

137.99 3621.15
157.68 3618.9

140.33
163.91
173.33
208.44
249.61
266.73

173.15 3618.9
190 3621.85
245.53 3623.47
261.57 3623.83

Elev
3624.5
3623.5

3622.5
3621.8
3621.7
3621.1

3618.9
3618.9
3622.3
3623.6
3623.9

54

Sta

Sta

Elev

26.93

3623.6

Sta
26.92

32.32 3623.19

56.31

3 62 2 . 3

77.14

3621.6
3621.6

102.09

145.08 3620.95
165.08 3618.9
177.55 3621.6
212.39 3622.41
250.06 3623.6
280.06 3624.14

Manning's n Values
Sta
n Val
Sta
0
.06 145.08

numo:::
n val
.035

Bank Sta: Left
145.08

Coeff Contr.
.1

Right
177.55

Elev

3623.6
35.08 3622.97
61.53 3622.13
81.58 3621.6
109.36 3621.6
147.23 3618.9
171.88 3618.9

Elev

12.01 3624.41

177.96

3621.6

219.55 3622.6
251.46 3623.6
3 02 . 9 8 3624.64

38.3 3622.72
64.46 3622.02
87.39 3621.6
127.68 3621.6
149.31 3618.9
172.59 3618.9
178.03 3621.6
237.59 3623.21
253.33 3623.6

3

Sta
177.55

n Val
.06
Expan.
.3

Downstream Deck/Roadway Coordinates
nurno:::
2
Sta Hi Cord Lo Cord
Sta Hi Cord La Cord
0 3621.7
288
3621.7

•

-

-

-

-

-

-

Downstream Bridge
Station Elevation
Sta
Elev
0
3624
48.6 3621.83
65.3 3621.26
93.05
3621.6
130.57
3620
157.54 3620.4
175.95 3621.6
201.57
3622
216.77
3622.3
239.68
3622.5
252.42
3622.7

Cross Section Data
Data
54
num=
Sta
Sta
E1ev
6.75
3623.6
6.78
53.15
3 621.7
53.97
83.99 3621.47
84.41
96.39
3621.6 100.72
132.47 3618.7 142. 07
159.36 3620.6 165.79
176.92 3621.6 178.16
204.1 3622.06
205.15
223.71 3622.28 231.76
3622.6 249.55
246.55
258.96 3622.85
267.72

Manning's n Values
Sta
n val
Sta
0
14.45
.06

num=

Bank Sta: Left
130.57

Coeff contr.
.1

Right
154.28

14.45
54.93
88.12
104.21
144.69
167.96
178.59
210.53
232 .1
250.05
300.55

Elev
3623
3621.67
3621.6
3621.45
3618.7
3621.54
3621.63
3622.17
3622.42
3622.6
3624

n Val
.06

Sta
130.57

Sta
38.45
56.9
90.44
124.21
154.28
174.47
199.02
214.83
239.09
251.35

Elev
3622.52
3621.6
3621.6
3620.6
3620
3621.6
3621.99
3622.23
3622.49
3622.63

n Val

Sta

n val

.035

154.28

.06

5

n Val

Sta

.02

48.6

Expan.
.3

Upstream Embankment side slope
Downstream Embankment side slope
Maximum allowable submergence for weir flow
Elevation at which weir flow begins
Energy head used in spillway design
Spillway height used in design
Weir crest shape
Number of Culverts

Sta

Elev
3 62 3 . 6
3621.68
3621.47
3621.6
3618.7
3621.48
3621.63
3622.08
3622.42
3622.6
3623.1

0 horiz. to 1.0 vertical
0 horiz. to 1.0 vertical
.95

Broad Crested

1

Span
Culvert Name
Shape
Rise
Culvert #1
Circular
4
FHWA Chart # 2 - Corrugated Metal Pipe Culvert
FHWA Scale # 1 - Headwall
Solution Criteria 0 Highest u.s. EG
Culvert Upstrm Dist Length
Top n Bottom n
20
.024
.024
1
2
Number of Barrels 0
Upstream
Elevation
3616.8
Centerline Stations
Sta.
Sta.
157
162
3616.7
Downstream Elevation
Centerline Stations
Sta.
Sta.
136
141

Depth Blocked
0

Page 9

Entrance Loss coef
.05

Exit Loss Coef
1

-

-

-

-

-

-

-

-

WashDRevFloodplainl.rep
CULVERT OUTPUT

Profile .PF 1

Q Culv Group (cfs)

Culv Group:

2.97
8.26

( ft)

3621.99

1ft)

3621.95

Culv Full Len ( ft)
Culv Vel US ( ft/s}
Culv Vel DS (ft/s l
Culv Inv El Up ( ft)
Culv Inv El Dn ( ft)
Culv Frctn Ls (ftl
Culv Exit Loss ( ft)
Cul v Entr Loss (ft)
Q Weir {cfs)
Weir Sta Lft ( ft)
Weir Sta Rgt ( ft)

Control
Inlet ( ft)

outlet
3620.80

Weir Subrnerg
Weir Max Depth

Culv WS Outlet 1ft)
Culv Nml Depth I ft I

3620.46

Culv Crt Depth (ft)

3.08

Weir Avg Depth (ft)
Weir Flow Area {sq ftJ
Min El Weir Flow (ft)

• Barrel

207.51
2
103.76
3621.95
3621.86
3621.12

Culvert #1

Barrels

Q
E.G.

us.
w.s. us.

(cfsl
( ft)
( ft)

DS I ft I
w.s. DS (ft)
Delta EG I ftl
Delta WS (ft)
E.G.

E.G. rc
E.G. oc
Culvert
Cul v WS

3620.46
0.83
1.40

4.00

8.47
3616.80

3616.70
0.33
0.45

0.05
18.49
66.28
194.11

0.00
0.15

( ft)

0.14

18.50
3621.81

Note:

The normal depth exceeds the height of the culvert.
The program assumes that the normal depth
is equal to the height of the culvert.
Note:
The culvert inlet is submerged and the culvert flows full over part or all of its length.
Therefore,
the culvert inlet equations are not valid and the supercritical result has been discarded.
The
outlet answer will be used.
CROSS SECTION
RIVER: WashD
REACH: 1

RS: 13.0

INPUT
Description: XS13 .0
Station Elevation Data
Elev
Sta
Sta
0
3624
6.75
48.6 3621.83
53.15
6 5. 3 3621.26
83.99
93.05
3621.6
96.39
130.57
3620 132.4 7
157.54
3620.4 159.36
175.95
3621.6 176.92
201.57
3622
204.1
216.77
3622.3
223.71
3622.5 246.55
239.68
252.42
3622.7
258.96

num=
Elev
3623.6
3621.7
3621.47
3621.6
3618.7
3620.6
3621.6
3622.06
3622.28
3622.6
3622.85

Manning's n Values
Sta
n Val
Sta
.06
14.45
0

numo:=
n Val
.02

Bank Sta: Left
130.57

Lengths: Left Channel
142.15
143 .07

Right
154.28

CROSS SECTION OUTPUT
E.G. Elev 1ft)
Vel Head (ft)
w.s. E1ev (ft)
edt w.s. ( ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total ( ftls)
Max Ch1 Dpth I ft I
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El ( ft)
Alpha
Frctn Loss ( ft)
C & E Loss { ft)

54

Sta
6.78
53.97
84.41
100.72
142.07
165.79
178.16
205.15
231.76
249.55
267.72

Sta

Elev
3623.6
3621.68
3621.47
3621.6
3618.7
3621.48
3621.63
3622.08
3622.42
3622.6
3623.1

14.45
54.93
88.12
104 . 21
144.69
167.96
178.59
210.53
232.1
250.05
300.55

n Val
.06

130.57

Elev
3623
3621.67
3621.6
3621.45
3618.7
3621.54
3621.63
3622.17
3622.42
3622.6
3624

Sta
38.45
56.9
90.44
124.21
154.28
174.47
199.02
214.83
239.09
251.35

Elev
3622.52
3621.6
3621.6
3620.6
3620
3621.6
3621.99
3622.23
3622.49
3622.63

5

Sta
48.6

Sta

n Val
. 035

Sta
154.28

Coeff Contr.
.1

Right
140.13

n Val
.06
Expan.
.3

Profile #PF 1
3621.12
0.66
3620.46
3620.46
0.015063
226.00
32.29
6.26
1. 76
1841.4
142.06
3618.70
1. 09
0.57
0.16

Element
Wt. n ·val.
Reach Len. 1ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
conv. (cfs)
Wetted Per. (ft)
Shear ( lb/sq ft)
Stream Power (lb/ft
Cum Volume (acre-ft)
Cum SA (acres)

s)

Left OB
0.060
143.07
1.10
1.10
1. 24
4. 82
1.13
0.23
10.1
4.84
0. 21
0.24
0.26
0.21

Channel
0.035
142.15
34.15
34.15
223.81
23.71
6.55
1. 44
1823. 6
24.20
1. 33
8. 70
1.06
0.4.;1

Right OB
0.060
140.13
0.85
0.85
0.95
3.76
1.12
0.22

7.7
3.79
0.21
0. 23
0.39
0.40

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Page 10

-

-

-

-

-

-

~

-

WashDRevFloodplainl.rep
Warning: The velocity head has changed by more than 0.5 ft (0.15 m).
This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.

CROSS SECTION
RIVER: WashD
REACH: 1

RS: 12.1

INPUT
Description: XS12. 1
Station Elevation Data
Sta
Elev
Sta
0
3621
24
37.33 3619.6
46.88
76.27 3618.24
77.6
88.7 3618.6
90.15
107.37 3617.64 107 . 6 3
109.64 3616.07 110.46
116.08 3616.6 117. 97
121.67 3617.72 122.76
143.97 3618.6 146.75
191.79 3619.36 193.04
207.57
3619.6 212.49

num=
Elev
3620.52
3619.1
3618.29
3618.59
3617.63
3615.6
3617.42
3617.77
3618.6
3619.37
3619.6

55
Sta
31.22
55.94
83.62
92.68
107.99
113.62
118.39
127.41
175.18
197.31
212.8

Elev
3619.8
3618.6
3618.5
3618.5
3617.6
3615.6
3617.6
3617.9
3619
3619.4
3619.6

Manning's n Values
Sta
n Val
Sta
0
.06 107.99

num=
n Val
.035

3
Sta
118.39

n Val
.06

Bank Sta: Left
107.99

Lengths: Left Channel
22
22

Right
118.39

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)

w.s. Elev 1ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width 1ft)
Vel Total (ft/s)
Max Ch1 Dpth ( ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El I ftJ
Alpha
Frctn Loss ( ft)
C & E Loss 1ft)

Sta
31.41
58.22
83.99
94.19
108.04
113.69
119.59
139.8
187.94
198.15
223.52

Right
22

Sta
31.98
60.03
87.34
97.67
108.47
113.71
120.43
142.2
191
206.09
249.37

Coeff Contr.
.1

Elev
3619.8
3618.38
3618.6
3618.26
3616.6
3615.6
3617.68
3618.49
3619.35
3619.6
3620.6

Expan.
.3

Profile #PF 1
3619.48
0.11
3619.37
3618.83
0.001805
226.00
151.83
1. 51
3.77
5320.1
22.00
3615.60
3.11

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft}
Area (sq ft)
Flow (cfs)
Top Width { ft)
Avg. Vel. {ft/s)
Hydr. Depth { ft)
Conv. (cfs)
\'Jetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft
Cum Volume (acre-ft)
Cum SA (acres)

CULVERT
RIVER: WashD
REACH: 1

Elev
3619.82
3618.47
3618.52
3618.44
3617.51
3615.6
3617.66
3618.36
3619.25
3619.46
3 620

RS: 12.05

INPUT
Description: XS12 .05 48" C:t-!P
Distance from Upstream XS =
1
Deck/Roadway Width
18
Weir Coefficient
2. 6
Upstream Deck/Roadway Coordinates
num:o
2
Sta Hi Cord Lo Cord
Sta Hi Cord Lo Cord
6 3619.3
190 3619.3
Upstream Bridge Cross Sectlon Data
Station Elevation Data
num=

55
Page 11

s)

Left OB
0.060
22.00
60.85
60.85
60.40
66.33
0.99
0.92
1421.9
66.39
0.10
0.10
0.16
0.09

Channel
0. 035
22.00
32.81
32.81
117.83
10.40
3.59
3.16
2773.9
11.68
0.32
1.14
0.96
0. 39

Right OB
0.060
22.00
55.54
55.54
47.76
75.11
0.86
0.74
1124.4
75.13
0.08
0.07
0.30
0.28

...

-

-

...

...

...

•

..
..

Sta
0

Elev
3621
3619.6
3618.24
3618.6
3617.64
3616.07
3616.6
3617.72
3618.6
3619.36
3619.6

WashDRevFloodplainl.rep
Elev
Elev
Sta
31.22
3619.8
31.41 3619.82
55.94
3618.6
58.22 3618.47
83.62 3618.5
83.99 3618.52
92.68 3618.5
94.19 3618.44
107.99 3617.6 108.04 3617.51
113.62 3615.6 113.69 3615.6
118.39 3617.6 119.59 3617.66
127 .41 3617.9
139.8 3618.36
175.18
3619 187.94 3619.25
197 . 31 3619.4 198.15 3619.46
212.8 3619.6 223.52
3620

Sta

Sta
24
46.88
77.6
90.15
107.63
110.46
117.97
122.76
146.75
193.04
212.49

Elev
3620.52
3619.1
3618.29
3618.59
3617.63
3615.6
3617.42
3617.77
3618.6
3619.37
3619.6

Manning's n Values
Sta
n Val
Sta
0
.06 107.99

ntun=
n Val
.035

Bank Sta: Left
107.99

coeff Contr.
.1

37.33
76.27
88.7
107.37

109.64
116.08
121.67
143.97
191.79
207.57

Right
118.39

3
Sta
118.39

Sta
31.98
60.03
87.34
97.67
108.47
113.71
120.43
142.2
191
206.09
249.37

Elev
3619.8
3618.38
3618.6
3618.26
3616.6
3615.6
3617.68
3618.49
3619.35
3619.6
3620.6

n Val
.06
Ex pan.
.3

Downstream Deck/Roadway Coordinates
num=
2
Sta Hi Cord Lo Cord.
Sta Hi Cord Lo Cord
0
3619
216
3619
Downstream Bridge
Station Elevation
Sta
Elev
0
3621
56.59 3618.6
81.84 3617.6
103.14 3616.33
112.52 3614.6
114.92 3616.99
151.41 3618.35
167.1 3618.49
201.66 3618.6

Cross Section Data
ntun:
Data
44
Sta
Elev
Sta
24.01 3620.52
40.89
57.18 3618.54
66.37
92 3617.88
99.08
104.5 3615.6 106.33
113.22
3615 113.43
115.41 3617.6 118.09
156.41 3618.4 157.35
176.09 3618.6 179.44
224.15 3619.27 249.15

Manning's n Values
Sta
Sta
n Val
.02
24.01
0

ntun"'
n Val
.06

Bank Sta: Left
102.27

coeff Contr.
.1

Right
114.65

Elev
3619.2
3617.6
3617.6
3614.8
3615.6
3617.6
3618.4
3618.6
3620

Sta
42.78
71.5
102.27
106.73
113.84
121.16
159.64
181.42
277.35

Elev
3619.09
3617.6
3616.78
3614.6
3616.09
3617.6
3618.43
3618.6
3621

n Val
.035

Sta
114.65

n Val

4
Sta
102.27

0 horiz. to 1.0 vertical
0 horiz. to 1.0 vertical
.95

Broad Crested

1

Culvert Name
Shape
Rise
Span
Culvert #1
Circular
4
FHWA Chart # 1 - Concrete Pipe Culvert
FHWA Scale # 1 - Square edge entrance with headwall
Solution Criteria "' Highest U.S. EG
Culvert Upstrrn Dist Length
Top n Bottom n Depth Blocked
1
20
.024
.024
0
Number of Barrels = 2
Upstream
Elevation
3614 . 3
Centerline Stations
Sta.
Sta.
110
115
Downstream Elevation
3614.2
Centerline Stations
Sta.
Sta.
107
112
CULVERT OUTPUT

Profile #PF 1

Q Culv Group (cfs)
# Barrels
Q Barrel (cfs)
E.G. us. (ft)

.06

Expan.
.3

Upstream Embankment side slope
Downstream Embankment side slope
Maximum allowable submergence for weir flow
Elevation at which weir flow begins
Energy head used in spillway design
Spillway height used in design
Weir crest shape
Number of Culverts

Sta
Elev
55.17 3618.66
7 3. 62
3617.6
102.56 3616.6
108.38 3614.6
114.65 3616.6
150.17 3618.34
161.78 3618.44
189 3618.6

Culv Group·.

195.70
2

97.85
3619.48

Culv
Culv
Culv
Culv

Entrance Loss Coef
.5

Culvert Ill
Full Len { ft)
Vel US ( ft!s)
Vel DS ( ft!sl
Inv El Up { ft)
Page 12

8. 16
9 .17
3614 .30

Exit Loss Coef
1

...

...

-

-

-

-

w.s. us.

(ft)
E.G. DS (ft)
W.S. OS (ft)
Delta EG ( ft)

Delta WS (ft)
E.G. IC (ft)
E.G. OC (ft)

culvert Control
culv WS Inlet (ft)
culv WS Outlet (ft)
culv Nml Depth (ft)
culv Crt Depth (ftl
Note:

..

0.00

Weir Max Depth (ft)
Weir Avg Depth (ft)
Weir Flow Area (sq ft)
Min El Weir Flow (ft)

The normal depth exceeds the height of the culvert.
is equal to the height of the culvert.

RIVER: WashD
REACH: 1

0.18
0.17
27.71
3619.31

The program assumes that the normal depth

RS: 12.0

INPUT
Description: XS12.0
Station Elevation Data
Sta
Elev
Sta
0
3621
24.01
56.59 3618.6
57.18
81.84 3617.6
92
103.14 3616.33
104.5
112.52 3614.6 113.22
114.92 3616.99 115.41
151.41 3618.35 156.41
167.1 3618.49 176.09
201.66 3618.6 224.15

nurn=
Elev
3620.52
3618.54
3617.88
3615.6
3615
3 617.6
3618.4
3618.6
3619.27

Sta
40.89
66.37
99.08
106.33
113.43
118.09
157.35
179.44
249.15

Manning's n Values
Sta
n Val
Sta
0
.02
24.01

nurn=
n Val
.06

Sta
102.27

Bank Sta: Left
102.27

Lengths: Left Channel
136.27 134.09

Right
114.65

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head I ft I
w.s. Elev ( ft)
Crit W.S. I ft I
E.G. Slope (ftift)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
conv. Total (cfs)
Length Wtd. (ft)
Min Ch El 1ft)
Alpha
Frctn Loss 1ft)
C & E Loss ( ft)

..

Weir Submerg

CROSS SECTION

-

-

WashDRevFloodplainl.rep
Culv Inv El Dn {ft)
3614.20
Culv Frctn Ls (ft)
0.29
Culv Exit Loss (ft)
0.26
Culv Entr Loss (ft)
0.52
Q Weir (cfs)
30.30
Weir Sta Lft (ft)
39.61
Weir Sta Rgt (ft)
199.33

3619.37
3618.41
3617.37
1.07
2.01
3619.46
3619.48
outlet
3617.93
3617.37
4.00
3.00

44

Elev
3619.2
3617.6
3617.6
3614.8
3615.6
3617.6
3618.4
3618.6
3620

Sta
42.7 8
71.5
102.27
106.73
113.84
121.16
159.64
181.42
277.35

Elev
3619.09
3617.6
3616.78
3614.6
3616.09
3617.6
3618.43
3618.6
3621

n Val
.035

Sta
114.65

n Val
.06

Sta
Elev
55.17 3618.66
73.62 3617.6
102.56 3616.6
108.38 3614.6
114.65 3616.6
150.17 3618.34
161.78 3618.44
189 3618.6

4

Right
132.41

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3618.41
1. 05
3617.37
3617.37
0.015073
226.00
15.23
8.01
2.77
1840.8
13 3. 83
3614.60
1.05
0.19
0.30

Ele~ent

Wt. n-Va1.
Reach Len. (ft)
Flow Area (sq f t )
Area lsq ft I
Flow (cfs)
Top Width ( ft)
Avg. Vel. (ft/s}
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear (lb/sq ft I
Stream Power (lb/ ft S)
Curn Volurne (acre-ft)
Cum SA (acres)

Left 08
0.060
136.27
0.67
0.67
0.88
2.28
1. 31
0.29
7.1
2.35
0.27
0.35
0.14
0.07

Channel
0.035
134.09
27.35
27.35
224.89
12.38
8.22
2.21
1831.8
13.80
1. 86
15.34
0.94
0.38

Warning: The energy equation could not be balanced within the specified number of iterations.
T~e
program used critical depth for t~e water surface and continued on with the calculations.
Warning: The velocity head has changed by more than 0.5 ft {0.15 m).
This may indicate the need for
additio~al cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less th~~
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft {0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates tha: there
is

not a valid subcritical answer.
..

The program defaulted to critical depth.

CROSS SECTION
Page 13

-

Right DB
0.060
132.41
0.21
0.21
0.23
0.57
1.11
0.37
1.9
0.96
0.21
0.23
0.28
0.26

,.

-

-

..

-

WashDRevFloodplainl.rep
RIVER: WashD
REACH:

RS:

1

INPUT
Description: XSll.l
Station Elevation Data

Sta
6.04
29.56
41.68
44.04
49.85
60.31
63.01
93.52
113.01
141.63
194.86

numoo
Elev
3617.6
3615.95
3613.62
3611.79
3612.6
3614.82
3614.86
3614.96
3615.12
3616.19
3617.48

Sta
20.03
32.71
41.7
44.7
50.07
61.04
84.81
96.88
114.79
152.04

Elev
3616.81
3615.6
3613.6
3611.6
3612.69
3614.82
3615.06
3614.96
3615.13
3616.6

Manning's n Values
Sta
n Val
Sta
.06
40.27
0

num=
n Val
.035

3
Sta
56.74

n Val
.06

Bank Sta: Left
40.27

Lengths: Left Channel
22
22

Sta
0
29.01
40.27
43.49
49.39
56.74
62.52
91.11
111.05
126.68
173.97

Elev
3618.1
3616
3614.6
3611.9
3612.5
3614.6
3614.8
3615
3615.1
3615.6
3617

E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
CULVERT

-

RIVER: WashD
REACH: 1

-

Right
56.74

CROSS SECTION OUTPUT

,_

,.

11.1

52
Sta
21.26
34.58
41.74
46.15
53.37
61.14
87.65
101.11
120.21
153.14

Right

Sta
23.3
36.4
43
46.95
54.75
61.81
90.21
109.32
123.87
161.67

Coeff Contr.
.1

22

Elev
3616.6
3615.2
3612.6
3611.6
3614.07
3614.85
3615
3615.05
3615.45
3616.78

Expan.

.3

Profile #PF 1

3616.69
0.05
3616.64
3614.70
0.000510
226.00
132.35
1.11

5.04
10005.5
22.00
3611.60
2.43

Element
Wt. n~Va1.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (1b/sq ft)
Stream Power (1b/ft s)
Cum Volume (acre-ft)
Cum SA (acres J

Left OB
0.060
22.00
16.37
16.37
8. 68
17.60
0.53
0.93
384.4
17.72
0.03
0.02
0.11
0.04

Channel
0.035
22.00
61.56
61.56
134.07
16.47
2.18
3.74
5935.7
17.99
0.11
0.24
0.80
0. 34

RS: 11.05

INPUT
Description: XSll. 05 48" CMP
Distance from Upstream XS
1
Deck/Roadway Width
18
Weir Coefficient
2.6
Upstream Deck/Roadway Coordinates
num=
2
Sta Hi Cord Lo Cord
Sta Hi Cord Lo Cord
23
3616.6
150 3615.6
Upstream Bridge Cross Section Data
Station Elevation Data
num=
52
Sta
E1ev
Sta
Elev
Sta
0 3618.1
6.04 3617.6
20.03
29.01
3616
29.56 3615.95
32.71
40.27
3614.6
41.68 3613.62
41.7
43.49 3611.9
44.04 3611.79
44.7
49.39 3612.5
49.85 3612.6
50.07
56.74 3614.6
60.31 3614.82
61.04
62.52 3614.8
63.01 3614.86
84.81
91.11
3615
93.52 3614.96
96.88
111.05 3615.1 113.01 3615.12
114.79
126.68 3615.6 141.63 3616.19 152.04
173.97
3617 194.86 3617.48

Elev
3616.81
3615.6
3613.6
3611.6
3612.69
3614.82
3615.06
3614.96
3615.13
3616.6

Sta
21.26
34.58
41.74
46.15
53.37
61.14
87. 65
101.11
120.21
153.14

Page 14

..

Elev
3616.73
3615.39
3613.58
3611.6
3613.6
3614.82
3615.03
3615.01
3615.3
3616.6

Elev
3616.73
3615.39
3613.58
3611.6
3613.6
3614.82
3615.03
3615.01
3615.3
3616.6

Sta
23.3
36.4
43
46.95
54.75
61. 81
90.21
109.32
123.87
161.67

Elev
3616.6
3615.2
3612.6
3611.6
3614.07
3614.85
3615
3615.05
3615.45
3616.78

Right 08
0.060
22.00
126.09
126.09
83.24
98.29
0.66
1.28
3685.4
98.33
0.04
0.03
0.09
0.11

..
...

-

•

...

..

-

WashDRevFloodplainl.rep
Manning's n Values

Sta
0

Sta
40.27

n val
.06

Bank Sta: Left
40.27

Right
56.74

ntun"'
n Val
.035

3
Sta

n Val
.06

56.74

Coeff Contr.
.1

Expan.
.3

Downstream Deck/Roadway Coordinates
num=
2
Sta Hi Cord Lo Cord
Sta Hi Cord Lo Cord
30

3616.2

160

3615.6

Downstream Bridge Cross Section Data
Station Elevation Data
num=
55
Sta

Elev
. 1 3618.15
7.74 3617.64
10 3617.52
48.32 3614.6
55.52 3611.88
61. 63 3611.68
70.84
3614.6
99.54 3614.6
117.6 3613.9
131.11 3614.68
160.79 3615.6

Sta

Elev
0 3618.2
6.94
3617.7
9.28 3617.5
44.92 3614.93
54.17
3612.6
61.54 3611.6
69.35 3614.17
98.89 3614.6
115.14 3613.81
128.85 3614.6
151.39 3615.52

Sta
4.69
8.26
31.1
49.85
56.16
62.61
83. 07
99.99
118.3
132.02
166.27

Elev

Sta

Elev

3617.85
3617.6
3616.6
3613.94
3611.6
3612.6
3614.6
3614.6
3613.89
3614.72
3616

6.4
9
32.66
51.01
59.9
65.16
85.72
113.22
119.65
139.18
186.81

3617.73
3617.56
3616.41
3613.6
3611.6
3613.11
3614.6
3613.92
3614.01
3615.14
3616.42

3
Sta
61.63

n Val
.06

Manning's n Values
Sta
n Val
Sta
0
.06
55.52

nurn=

Bank Sta; Left
55.52

Coeff Contr.
.1

Right
61.63

n Val

.035

Expan.
.3

Upstream Embankment side slope
Downstream Embankment side slope
Maximum allowable submergence for weir flow
Elevation at which weir flow begins
Energy head used in spillway design
Spillway height used in design
Weir crest shape
Number of Culverts

0 horiz. to 1.0 vertical
0 horiz. to 1.0 vertical
.95

Broad Crested

1

Culvert Name
Shape
Rise
Span
Culvert #1
Circular
4
FHWA Chart # 2 - Corrugated Metal Pipe Culvert
FHWA Scale # 1 - Headwall
Solution Criteria = Highest u.s. EG
Culvert Upstrm Dlst Length
Top n
Bottom n
.024
1
20
.024
Upstream
Elevation = 3611.4
Centerline Station = 46
Downstream Elevation = 3611.2
Centerline Station
59
CULVERT OUTPUT

Profile *PF 1

Q Culv Group (cfsl
# Barrels

Q Barrel (cfs)
E.G. us. (ft)
w.s. us. ( ft)
E.G. DS ( ft)

w.s. DS 1ft}
Delta EG (ft)
Delta WS (ft)
E.G. IC I ftl
E.G. oc ( ft)
Culvert Control
Culv WS Inlet 1ft)
Culv WS Outlet { ft)
culv Nml Depth ( ft)
culv Crt Depth (ft)
Note:

Sta
Elev
6. 79 3617.71
9.21 3617.55
39.6
3615.6
52.09 3613.3
61.43
3611.5
66.95 3613.6
98.46 3614.6
114.53 3613.8
121.19 3614.1
149.38 3615.4
229.2
3617

Culv Group:

101.28
1
101.28
3616.69
3616.64
3615.40
3614.58
1. 29
2.06
3616.68
3616.69
Outlet
3615.01
3614.58
4.00
3.05

Depth Blocked
0

Entrance Loss Coef
.5

Exit Loss Coef
1

Culvert #1

Culv Full Len ( ft)
Culv Vel US (ft/S)
Culv Vel DS ( ft/s)
Culv Inv El Up ( ft)
Culv Inv El Dn (ftl
Culv Frctn Ls I ft I
Culv Exit Loss 1ft}
Culv Entr Loss I ft I
Q Weir (cfs)
Weir Sta Lft ( ft)
Weir Sta Rgt (ft)
Weir Submerg
Weir Max Depth (ft)
Weir Avg Depth (ft)
1Neir Flow Area
ISq ft I
Min El Weir Flow (ft)

The normal depth exceeds the height of the culvert.
is equal to the height of the culvert .
Page 15

8.48
8.93
3611.40
3611.20
0.31
0.43
0. 56
124.72
21.90
157.36

o.oo

0.94
0.49
66.46
3615.76
The program assumes that the normal depth

..
.

-

-

..

•

-

-

NashDRevFloodplainl.rep
CROSS SECTION
RIVER: WashD
REACH: 1

RS: 11.0

INPUT

Description: xsu. 0
Station Elevation Data
Sta
Elev
Sta
0 3618.2
.1
6.94 3617.7
7. 74
9.28 3617.5
10
44.92 3614.93
48.32
54.17
55.52
3612.6
61.54 3611.6
61.63
69.35 3614.17
70.84
98.89 3614.6
99.54
115.14 3613.81
117.6
128.85 3614.6 131.11
151.39 3615.52 160.79

nurn=o
Elev
3618.15
3617.64
3617.52
3614.6
3611.88
3611.68
3614.6

3614.6
3613.9
3614.68
3615.6

55
Elev
Sta
4.69 3617.85
8.26
3617.6
31.1 3616.6
49.85 3613.94
56.16
3611.6
62.61
3612.6
83.07 3614.6
99.99 3614.6
118.3 3613.89
132.02 3614.72
166.27
3616

Manning's n Values
Sta
n Val
Sta
55.52
0
.06

num=
n Val
.035

Bank Sta: Left
55.52

Lengths: Left Channel
114.86
96.93

Right
61.63

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head { ft)
w.s. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss { ft)
C & E Loss {ft)

3
Sta
61.63

Sta
6.4
9
32.66
51.01
59.9
65.16
85.72
113.22
119.65
139.18
186.81

Elev
3617.73

Sta
Elev
6. 79 3617.71

3617.56

9.21 3617.55
39.6 3615.6
52.09 3 613.3
61. 43
3611.5
66.95 3613.6
98.46 3614.6
114. 53 3613.8
121.19 3614.1

3616.41
3613.6
3611.6
3613.11
3614.6
3613.92
3614.01
3615.14
3616.42

149.38
229.2

3615.4
3617

n Val
.06
Right
82.27

Coeff contr.
.1

Expan.
.3

Profile #PF 1
3615.40
0.81
3614.58
3614.58
0. 009763
226.00
50.74
4.53
3.08
2287.2
96.50
3611.50
2.55
1. 26
0.04

Ele:Ttent
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth {ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power {lb/ft s}
C~~ Volume (acre-ft)
C1....:c.L1 SA (acres)

Left os
0.060
114.86
9.21
9.21
25.46
7.16
2.76
1. 29
257.6
7.68
0.73
2.02
0.11
0. 04

Channe:.
0.035
96.93
18.22
18.22
156.16
6.11
8.57
2.98
1580.4
6.24
1. 78
15.25
0.78
0.33

Right OB
0.060
82.27
22.44
22.44
44.39
37.46
1.98
0.60
449.2
38.12
0.36
0.71
0.05
0.07

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this c~oss-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical ans·..;er.
The program defaulted to critical depth.
CROSS SECTION
RIVER: WashD
REACH: 1

RS: 10

INPUT
Description: XS10
Station Elevation Data
num=
Sta
Sta
Elev
Elev
0 3613.1
6.43 3613.17
21.56 3613.3
34.85 3612.6
38.38 3611.6
38.78 3611.23
39.74
3609.2
40.08 3608.6
47.92
48.5 3610.39
3609.6
49.5 3611.6
49.59 3611.7
Manning's n Values

nurn=

30
Elev
Sta
19.83 3613.33
3612.6
34.91
3610.6
38.89
46.39
3608.6
3610.6
48.73
3612.6
50.07

Sta
Elev
20.25 3613.32
37.43 3612.6
38.99 3610.02
46.86 3608.6
48.95
3611
50.86 3612.6

3
Page 16

Sta
20.75
37.77
39.26
46.94
49.39
56.31

Elev
3613.33
3612.38
3609.6
3608.69
3611.52
3612.6

...
...

-

..

..

Sta
0

n Val
.06

Bank Sta: Left
38.7 8

Length Wtd.

-

-

.035

48.95

Profile

~PF

Reach Len.

(ft)

( ft)

Flow Area (sq ft)
Area

(sq ft)

Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)

10.75
8.92
2.83

1667 .o
165.92
3608.60

Conv.

Coeff Contr.
.1

Left 08
0.060
159.49
0.02
0.02
0.01
0.21
0.58
0.10

0.1

(cfs)

0.29
0.08
0.05
0.10
0.03

Wetted Per. (ftl
Shear (lb/sq ft)
Stream Power (lb/ft sl
Cum Volume (acre-ft)
Cum SA (acres)

1. 01

C & E Loss

Right
172.12

Element
Wt. n-Val.

226.00

Alpha
( ft)

.06
Expan.
.3

1

3612.67
1. 24
3611.43
3611.43
0.018379

( ft)

Frctn Loss

WashDRevFloodplainl.rep
n Val

Lengths: Left Channel
159.49 165.92

Right
48.95

MinCh El (ft)

2.27
0.17

Channel
0.035
165.92
25.25
25.25
225.92
10.17
8.95
2.48
1666.4
13.03
2.22
19.90
0.73
0.31

Right 08
0.060
172.12
0.08
0.08
0.07
0.36
0.90
0.21
0.5
0.56
0.16
0.14
0.03
0.04

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m).
This may indicate the need for
additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.

-

-

38.78

Conv. Total (cfsl

RIVER: WashD
REACH: 1

-

Sta

E.G. Elev (ft)
Vel Head ( ft l
W.S. Elev (ft)
Crit w.s. (ftl
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)

CROSS SECTION

-

n Val

CROSS SECTION OUTPUT

..

-

Sta

INPUT
Description: XS9
Station Elevation
Sta
Elev
0
3611.4
29.95
3610
36.66
3609.2
40.07
3607.6
48.3
3609.2
60
3609.6
68.6
3608.2
71.01
3605.6
72.06 3603.49
75.83
3601.6
89.09
3602.6
91.09 3605.34
92.46
3607.6
99.65 3 6 07 . 6
110.69 3609.23
117.45
3611
132.02 3611.51

RS:

Data

9

82
Sta

10.41
31.03
3 6. 7 5
45.41
49.05
61.65
69.46
71.48
72.09
76.58
89.31
91.25
92.78
104.93
111.1
119.99
132.67

nurn=
Elev
3611.22
3609.99
3609.02
3607.6
3609.6
3609.6
3607.6
3604.6
3603.26
3601.6
3602.83
3605.6
3607.73
3607.6
3609.6
3611.07
3611.54

Manning's n Values
Sta
n Val
Sta
.06
72.17
0

num=
n Val
.035

Bank Sta: Left
72.17

Lengths: Left Channel
179.32
175. 34

Sta

Right
89.62

CROSS SECTION OUTPUT
E.G. Elev ( ft)
Vel Head { ft)
w.s. Elev (ft)
Crit !tl.S. (ft)

12.59
34.42
37.32
45.9
52.85
65.6
70.18
71.49
72.17
78.42
89.62
91.4
93.15
105.89
112.48
121.86

3
Sta
89.62

Elev
3611.16
3609.6
3608.6
3608
3609.6
3609.6
3606.9
3604.6
3603
3601.6
3603.6
3605.87
3607.77
3607.6
3610.21
3611.21

Sta

Elev
3610.6
3609.6
3607.86
3608.6
3609.6
3608.89
3606.6
3604.59
3602.6
3601.6
3 604
3606.6
3607.74
3607.8
3610.6
123 3611.28

26.88
35.75
38.38
47.16
55.75
66.81
70.37
71.49
72.56
80.64
90.15
91.82
93.42
106.86
113.17

Elev
Sta
28.81 3610.15
35.88 3609.6
38.89
3607.6
47.79 3609.05
57.7
3609.6
67.37
3608.6
70.61 3606.26
71.97
3603.7
73.75 3602.2
88.37
3602.5
90.81
3604.6
92.28
3607.4
94.04
3607.6
109.5 3608.6
116.28
3611
131. 08
3611.5

n Val
.06
Right
182.8

Coeff Contr.

.1

Expan.

.3

Profile #PF 1
3604.64
0.67
3603.96

Element

Wt. n-Val.
Reach Len. (ft)
Flo·,.; Area {sq ft)
Page 17

Left os
0.060
175.34
0.14

Channel
0.035
179.32
34.28

Right OB
0.060
182.80
0.09

..
..
..
..

-

-

-

E.G. Slope (ft/ft)

0.010542

Q Total (cfs)

226.00
18.27

Top Width (ft}

Vel Total (ft!s)
Max Chl Dpth ( ft)

6.55
2.36
2201.2
179.35

Conv. Total (cfs)
Length Wtd. 1ft)
Min Ch El ( ft)
Alpha
Frctn Loss ( f t )
C & E Loss (ft)

3601.60
1. 01
2.17
0.03

WashDRevFloodplainl. rep
Area (sq ft)

Flow {cfs)
Top Width ( ft)
Avg. Vel. ( ftlsl
Hydr. Depth { ft)
Conv. (cfs}
Wetted Per. ( ft)
Shear (lb/sq ftl
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA {acres)

Warning: The energy loss was greater than 1.0 ft

0.14
0.09
0.34
0.66

34.28
225.85

0.40

1. 96
2199.7
18.45

0.9
1. 03
0.09
0.06
0.10

0.03

17.45
6.59

1.22

8.06
0.62
0.26

0.09
0.06
0.48
0.70
0.18
0.6
0.60
0.10
0.07
0.03
0.04

(0.3 m). between the current and previous cross section.

This may indicate the need for additional cross sections.
CROSS SECTION
RIVER: WashD
REACH: 1

RS: 8

INPUT
Description: XS8
Station Elevation Data
nurn=
Sta
Elev
Sta
Elev
0 3606.6
2.73
3606.6
22.99
3606.6
26.34
3606.6
27.76
3605.5
28 3605.3
29.25
3603.1
29.54
3602.6
36.31
3601.6
38.63 3602.46
41.53
3604.4
41.73
3604.6
43.79
3 606
46.07 3605.77
47.7
3604.6
48.71 3603.93
50.07
3602.3
50.98
3601.6
52.3
3600
52.75 3599.6
62.08
3599.6
64.66
3599.6
68.62 3601.07
69.76
3601.6
73.85
3603.6
73.99 3603.82
84.31 3606.55
84.46
3606.6

68
Sta
8.92
27.51
28.34
31.29
38.79
41.94
46.51
49.07
51.25
54.64
65.08
70.92
75.7
91.07

Elev
3606.6
3605.84
3604.6
3602.08
3602.6
3604.87
3605.71
3603.6
3601.25
3599.25
3599.79
3602.1
3604.6
3606.9

Manning's n Values
Sta
n Val
0
.06

3
Sta
66.45

n Val
.06

Bank Sta: Left
52.3

Sta
52.3

Right
66.45

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit w.s. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

nurn=
n Val
.035

Lengths: Left Channel
125.57
138.51

Sta
Elev
14.28 3606.6
27.71 3605.67
28.67 3604.24
32.61 3601.6
39.15 3602.8
42.99 3605.6
46.7 3605.6
49.09 3603.5
51.99 3600.6
60.54 3599.6
66.45
3600
72.41 3602.6
78.6 3605.02

Right
145.75

Sta
19.33
27.73
28.9~

3 5. 29
40.59
43.53
46.84
49.7
52.18
60.8
67.7
73.25
82.18

Coeff Contr.
.1

Elev
3606.6
3605.6
3603.6
3601.6
3603.6
3605.87
3605.44
3602.6
3600.28
3599.6
3600.6
3603.24
3605.6

Expan.

.3

Profile #PF 1
3602.45
0.92
3601.52
3601.52
0. 013993
226.00
18.55
7.24
2.27
1910.5
138.51
3599.25
1.14
1. 95
0.00

Element
n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow {cfs)
Top Width (ftl
Avg. Vel. (ft/s)
Hydr. Depth {ft)
Conv. {cfs)
Wetted Per. (ft)
Shear ( lb/sq ft)
Stream Power (lb/ft s}
Cum Volume (acre-ft)
Cum SA (acres)

1:Jt.

Left OB
0.060
125.57
0.84
0.84
1. 38
1. 26
1. 64
0.67
11.7
2.00
0.37
0.60
0.09
0.02

Channel
0.035
138.51
28.01
28.01
219.23
14.15
7 .83
1. 98
1853.3
14.40
1. 70
13.30
0.49
0.20

Right OB
0.060
145.75
2.38
2.38
5.39
3.14
2.27
0.76
45.6
3.49
0. 59
1. 35
0.03
0.03

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross sectio~.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set eq~al to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
Page 18

..
..

-

-

..

..

-

-

WashDRevFloodplainl.rep
CROSS SECTION
RIVER: WashD
REACH: 1

RS:

INPUT
Description: XS7
Station Elevation Data
Sta
Elev
Sta
0 3604.5
2.33
21.91 3603.6
24.99
30.97 3600.6
31.49
33.68 3599.4
35.08
39.54 3596.99
40.35
50-21 3597.92
50.42
52.08 3599.74
53.27
55.19 3602.6
56.7
82.1 3604.46
82.25

7

num=
Elev
3604.39
3602.6

3600.25
3598.6
3597
3598
3600.6
3602.74
3604.47

42
Sta

Elev

21.18 3603.63
27.66 3601.67
32.21 3599.98
35.81 3598.24
46.73 3597.15
51.02
3598.6
53.81 3601.2
65.71 3603.6

Manning's n Values
Sta
n Val
Sta
0
.06
36.09

num=

Bank Sta: Left
36.09

Lengths: Left Channel
147.59 144.02

Right
50.42

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)

n Val
.035

3
Sta
50.42

Sta
21.67
27.81
32.92
36.09
47.8
51.64

Sta
Elev
21.85 3603.6
28.07 3601.55
33.4
3599.6
36.79
3597.6
49.73
3597.6
51.89 3599.6
55.17 3602.58
80.08 3604.36

Elev
3603.61
3601.6

3599.78

3598
3597.21
3599.04
54.32 3601.6
72.95 3603.98

n Val
.06
Right
140.74

Coeff contr.
.1

Expa.-·1.

.3

Profile #PF 1
3600.16
0.94
3599.22
3599.22
0.014104
226.00
17.72
7.43
2.23
1903.0
144.03
3596.99
1. 09
1.17

0.17

Element
n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft}
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. {ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum volume (acre-ft)
Cum SA (acres)

\.'lt.

Left OB
0.060
147.59
1.22
1. 22
2.28
2.09
1. 86
0.58
19.2
2.43
0.44
0.83
0.09
0.02

Channel
0.035
144.02
28.38
28.38
222.35
14.33
7.83
1. 98
1872.2
14.66
1. 71
13.36
0. 40
0.15

Right OB
0.060
140.74
0.80
0.80
1. 38
1. 30
1.72
0.62
11.6
1.80
0.39
0.67
0.02
0.02

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m).
This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: WashD
REACH: 1

RS: 6

INPUT
Description: X 56
Station Elevation Data
num=
Sta
Elev
Sta
Elev
2.36 3601.32
0
3601.3
29.16 3600.6
33.05 3600.6
35.81 3598.6
36.75 3598.17
40.53 3596.1
42.42
3595.6
58.22 3595.4
58.79 3595.6
63.64 3597.6
63.77 3597.63
84.5 3600.6
84.82 3600.6
91.42 3602.1
93.67
3602.6

39
Sta
Elev
3.19 3601.33
33.53 3600.1
37.64 3597.6
51.55 3594.78
61.46 3596.52
67.3
35·98.6
84.99 3600.6
94.15 3602.6

Sta
27.14
34.42
38.46
57.59
61.57
67.93
85.9
94.91
Page 19

Elev
3600.6
3599.6
3597.03
3595.41
3596.6
3598.92
3600.8
3602.67

Sta
Elev
27.97
3600.6
34.84 3599.02
39.53 3596.6
57.82 3595.4
63 3597.28
69. 86
3599.6
89 .45
3601.6

-

-

..

-

-

-

-

WashDRevFloodplainl.rep
Manning's n Values
Sta
n Val
Sta
0
.06
39.53

num=
n Val
.035

Bank Sta: Left

Lengths: Left Channel
122.29
126.7

39.53

Right
61.57

CROSS SECTION OUTPUT

3

Sta
61. 57

n Val
.06
Expan.
.3

Profile HF 1

E.G. Elev 1ft)
Vel Head { ft)
w.s. Elev (ft)
Crit W.S. I ftl
E.G. Slope (ft/ft)

3597.84
0. 38
3597.46

Reach Len.

Top Width I ft I

Vel Total ( ft/s)
Max Chl Dpth I ft I
Conv. Total (cfs)

Length Wtd. 1ft)
Min Ch El (ft)
Alpha
F:rctn Loss 1ft)
C & E Loss (ft)

122.29

I ft I

0.82
0.82
0.85
1. 69
1.03
0.49
11.7
1. 91
0.14
0.15
0.09
0.01

Flow Area (sq ft)
Area (sq ft)
Flow (cfs}
Top Width (ftl
Avg. Vel. ( ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear ( lb/sq ft)
Stream Power ( lb/ ft 5)
Cum Volume (acre-ft)
Cum SA (acres)

0.005309
226.00
25.52
4.81
2.68
3101.6
126.68
3594.78
1. 05
1. 03
0.06

Q Total (cfs)

Left OB
0.060

Element

Wt. n-Val.

Channel
0.035
126.70
45.42
45.42
224.40
22.04
4.94
2.06
3079.7
22.51
0.67
3.30
0.28
0. 09

Right 08

0.060
137.58
0.78
0.78
0.75
1. 79
0.96
0.43

10.3
1. 99
0.13
0.13
0.02
0.02

Warning: The velocity head has changed by more than 0.5 ft (0.15 m).
This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
CROSS SECTION
RIVER: WashD
REACH: 1

RS:

5

INPUT
Description: xss
Station Elevation Data
Sta
Elev
Sta
13.72
0 3599.3
35.55 3598.6
36.58
40.85 3596.4
42.72
45.63 3593.66
45.7
58.02 3594.6
58.66
60.87 3596.6
61.42
67.3 3598.6
70.94
82.61 3599.89

num=:
Elev
3599.19
3598.11
3595.6
3593.6
3595
3597.25
3599.03

Manning's n Values
Sta
n Val
Sta
0
.06
45.03

num=
n Val
.035

Bank Sta: Left
45.03

Lengths: Left Channel
117.98 112.84

Right
58.66

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head { ft)
w.s. Elev {ft)
C:rit W.S. I ft I
E.G. Slope {ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total ( ft!s)
Max Chl Dpth ( ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El ( ft)
Alpha
Frctn Loss (ft)
C & E Loss ( ft)

36
Elev
Sta
19.57 3599.13
37.67 3597.6
42.98 3595.36
51.82
3593.6
58.91
3595.1
62.33
3597.6
74.37
3599.6

Elev
Sta
33.98 3598.6
38.61 3597.2
44.06 3594.6
55.21 3593.6
59.92 3595.6
65.53 3598.29
74.86 3599.6

Elev
Sta
34.34
3598.6
40.4 3596.6
45.03
3594
57.91 3594.56
60.31 3596.08
67.16 3598.6
79.51 3599.79

3

Sta
58.66

n Val
.06
Right
104.39

Coeff Contr.

.1

Expan.
.3

Profile #PF 1
3596.75
0.95
3595.80
3595.80
0.014150
226.00
17.82
7.36
2.20
1899.9
112.76
3593.60
1.13
1. 59
0.04

Element
iVt. n-Val.
Reach Len. { ft)
Flow Area {sq ft)
Area (sq ft)
Flow (cfs)
Top Width ( f t )
Avg. Vel. ( ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Netted Per. {ft)
Shear (lb/sq ft)
Stream Power (lb/ft
Cum Volume (acre-ft)
Cum SA (acres)
Page 20

-

Coeff Contr.
.1

Right
137.58

5)

Left OB
0.060
117. 98
2.46
2.46
5.94
2.77
2.41
0.89
49.9
3.31
0.66
1. 58
0.08
0.00

Channel
0.035
112.84
27.61
27.61
219.03
13.63
7.93
2.03
1841.3
14.03
1. 74
13 .79
0. 18
0 .o.

Right OB
0.060
104.39
0.65
0.65
1. 03
1. 42
1. 59
0.46
8.7
1.65
0.35
0.55
0.02
0.01

-

-

-

-

-

WashDRevFloodplainl.rep
Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
not a valid subcritical answer.

-

-

-

This indicates that there

The program defaulted to critical depth.

CROSS SECTION
RIVER: WashD
REACH:

1

RS:

4

INPUT
Description: XS4
Station Elevation Data
nurn=:
Sta
Elev
Sta
Elev
0 3595.6
1.39 3595.6
11.71 3594.6
13.31 3594.11
22.28 3595.1
26.66 3595.6
30.54 3594.6
31.2 3593.64
32.47 3592.6
34.86
3592
45.35 3591.76
45.53 3591.8
55.27 3593.6
55.29 3593.6
66.76 3594.6
68.71 3595.6
73.71
3597
78.35 3597.24

43
Sta
6.76
17.87
28.54
31.25
36.71
48.57
56.16
70.39
82.25

Manning's n Values
Sta
n Val
Sta
0
.06
32.09

nurn==

Sta
48.57

Bank Sta: Left
32.09

Lengths: Left Channel
139.14 139.48

Right
48.57

CROSS SECTION OUTPUT

Elev
3595.6
3594.33
3595.6
3593.6
3591.6
3592.6
3593.68
3596.15
3597.43

Sta
8.31
18.43
29.8
31.32
42.36
53.99
65.33
71.36

Elev
3595.25
3594.29
3595.6
3593.53
3591.6
3593.44
3594.47
3596.6

n Val

Sta
66.56

n Val

Sta
9.24
19.25
29.97
32.09
45.04
55.14
66.56
72.95

Elev
3595.11
3594.6
3595.32
3593
3591.6
3593.59
3594.6
3596.85

4

n Val
.035

.06

Right
140.64

.06
Coeff Contr.
.1

Expan.

.3

Profile #PF 1

E.G. Elev 1ft)
Vel Head (ft)
w.s. E1ev 1ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total {ft/s)
Max Ch1 Dpth 1ft)
Conv. Total {cfs)
Length Wtd. ( ft)
Min Ch El 1ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

-

-

depth, the calculated water surface came back below critical depth.

is

3594.49
0.81
3593.68
3593.68
0.014007
226.00
24.93
6.66
2.08
1909.6
139.48
3591.60
1.17
1. 06
0.14

Element
Wt. n-Val.
Reach Len. I ft I
Flow Area lsq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
wet ted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ ft s)
Cum Volume {acre-ft)
Cum SA {acres)

Left OB
0.060
139.48
0.33
0.33
0.42
0.91
1. 27
0.36
3.5
1.14
0.25
0.32
0.08

Channel
0.035
139.48
29.82
29.82
218.64
16.48
7. 33
1. 81
1847.4
16.92
1. 54
11.30
0.10

Right OB
0.060
139.48
3.78
3.78
6.94
7.54
1. 84

o.so

58.6
7.62
0.43
0.80
0.01

Warning: The energy equation could not be balanced within the specified number of iterations.
T~e
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross sectio~This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to crltical
This indicates tha~ there
depth, the calculated water surface came back below critical depth.
lS

not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION
RIVER: WashD
REACH: 2

RS:

INPUT
Description: XS3
Station Elevation Data
Sta
Elev
Sta

num=
Elev

3

52
Sta

Elev

Sta
Page 21

Elev

Sta

Elev

-

-

-

-

..

•
•

0
40.17
56.66
65.14
79.93
84.51
93.49
99.8
111.96

3594.2
3592.6
3590.6
3588.6
3589.6
3591.6
3590.6
3588.6
3590
120.35 3592.21
134.81 3593.8

4.2 3594.05
44.35 3592.32
58.94 3590.25
68.94 3588.6
81
3590
88.15 3591.6
94.62 3590.07
101.11 3588.6
114. 61 3590.52
121.18 3592.6
146.77 3594.23

Manning's n Values
Sta
0

n Val
.06

Bank Sta: Left
95.24

Sta
60.32

Right
111.96

CROSS SECTION OUTPUT

WashDRevFloodplainl.rep
20.43 3593.6

19.27
3593.6
47.11 3592.14
60.32
3590
70.23 3588.6
81.06 3590.1
88.28 3591.6
95.24
3590
102.25 3588.6
114.83 3590.6
128.47 3593.32

nurn""
n Val
.035

5
Sta
81

n Val
.06

Lengths: Left Channel
132.69
134.1

54.34 3591.6
62.58 3589.6
72.24 3588.71
82.52 3590.6
90.95 3591.6
95.79 3589.6
107.43 3589.1
115.14 3590.7
130.03 3593.6

Sta
95.24

n Val
.035

Right
15.61

22.95 3593.49
55.92 3590.97
64.71 3588.68
77.14 3589.14
84.1 3591.48
92.52 3591.11
99.41 3588.84
109.66 3589.6
117.91 3591.6
132.41
3593.7

Sta
117.91

Coeff Contr.
.1

n Val

.06
Expan.
.3

Profile #PF 1

E.G. Elev (ft)
Vel Head ( ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total ( ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

3591.45
0.35
3591.10

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ftl
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

0.005762
399.00
51.61
4.72
2.49
5256.6
128.09
3588.60
1. 03
0.58
0.01

Left OB
0.036
132.69
48.81
48.81
227.79
30.49
4.67
1. 60
3000.9
31.53
0.56
2.60
0.73
0.43

Channel
0.035
134.10
33.03
33.03
165.03
16.72
5.00
1. 98
2174.2
17.11
0.69
3.47
0.51
0.15

Right OB
0.035
15.61
2.71
2.71
6.18
4.39
2.28
0.62
81.5
4.54
0.21
0.49
0.27
0.17

Warning: Divided flow computed for this cross-section.
CROSS SECTION
RIVER: WashD
REACH: 2

RS: 2

INPUT
Description: XS2
num:=
Station Elevation Data
Sta
Elev
Sta
Elev
0 3591.2
7.1 3590.85
27.83 3590.2
29.84 3590.19
48.78
3589
50.54 3588.6
56.15
53.25 3587.6
3587
70.11 3587.6
72.34
3588
82.93 3589.6
83.01 3589.6
106.65 3590.56
109.4 3590.6
126.19 3591.04
Manning's n Values
Sta
n Val
Sta
.06
0
51.99
Bank Sta: Left
51.99

Right
72.34

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head ( ft)
w.s. Elev (ft)
Crit W.s. (ftl
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfsl

36
Sta
13.47
36.43
50.93
56.55
76.56
93.83
115.42

num::o
n Val
.035

Elev
3590.6
3589.96
3588.43
3587.02
3588.6
3590.28
3590.67

Sta
2 0. 37
43.21
50.96
59.43
82.83
101.18
117.75

Elev
3590.43
3589.78
3588.4
3587.03
3589.59
3590.44
3590.76

Sta
24.57
46.52
51.99
68.22
82.88
105.8
118.37

Elev
3590.33
3589.6
3588
3587.43
3589.6
3590.54
3590.79

3

Sta
72.34

n Val

.06

Lengths: Left Channel
97.61
97.3

Right
97.04

Coeff Contr.
.1

Expan .
.3

Profile #PF 1

3590.86
0.41
3590.45
0.003678
399.00
82.44
3.74
3.45
6579.2

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ftl
Area (sq f t )
Flow {cfs)
Top !tlidth (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( f t J
Conv. (cfs)
Page 22

Left OB
0.060
97.61
19.11
19.11
19.99
32.60
1. 05
0.59
3 29.6

Channel
0. 035
97.30
63.56
63.56
347.64
20.35
5.47
3.12
5732.4

Right 08
0.060
97.04
24.02
24.02
31.37
29.49
1. 31
0.81
517.2

-

-

-

-

-

-

-

•
•
•

WashDRevFloodplainl.rep
Length Wtd.

( ft)

97.34
3587.00
1. 88

Alpha
Frctn Loss

(ft)

0.03

Wetted Per. ( f t )
Shear (lb/sq ft)
Stream Power ( lb/ ft s)
Cum Volume {acre-ft)

C & E Loss

(ft)

0.12

Cum SA

MinCh El (ft)

(acres)

32.86
0.13
0. 14
0.63

20.53
0.71
3.89

0.36

29.64
0.19
0.24
0.27

0.33

0.09

0.16

Warning: The conveyance ratlo (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
CROSS SECTION

RIVER: WashD
REACH: 2

RS:

1

INPUT
Description: XS1
Station Elevation Data

nurn=

Sta

Elev

Sta

0

3592.5

2.24

Elev
3592.4

29.57
3592.3
76.88 3590.6
109.52 3589.3
141.71 3588.2
161.94 3587.6
188.19 3586.6
209.42
3585.6
222.19 3585.32
244.97
3585.9
272.97 3588.49
2 87.96 3589.6
344.28 3591.6

46.49
97.77
116.73
141.74
171.26
188.46
209.43
234.85
254.78
273.88
297.18
346.06

3591.6
3589.77
3589
3588.23
3587.23
3586.6
3585.6
3585.6
3586.6
3588.57
3589.94
3591.6

.06

Bank Sta: Left
213.68

Sta
10.84
69.35
100.07
126.76
143.32
172.78
194.07
213.37
236.94
255.28
274.02
309.56
353.89

nurn=

Manning's n Values
Sta
n Val

0

65

Sta
213.68

Right
243.24

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
w.s. Elev (ftl
Crit W.S. (ftl
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total (ft/sl
Max Chl Dpth {ft)
Conv. Total (cfs)
Length Wtd. (ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

n val
.035

Elev
3592.38
3590.69
3589.6
3588.6
3588.16
3587.02
3586.25
3585.6
3585.6
3586.7
3588.6
3590.5
3591.9

Sta
Elev
11.62 3592.38
71.38 3590.6
100.6 3589.6
127.94 3588.6
157.83 3587.6
185.23 3586.6
194.81 3586.21
213.68 3585.5
240.36
3585.6
258.76 3586.99
274.2 3588.62
310.65 3590.6
359.52 3591.94

Elev

3
Sta

n Val

243.24

.06

Lengths: Left Channel

28

28

Right

28

Coeff Contr.

.1

Expan.

.3

Profile #PF 1
3590.72
0.01
3590.71
3587.06
0.000089
399.00
245.57
0.60
5.39
42400.8
28.00
3585.32
2.13

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq f t )
Area (sq ft)
Flow (cfs)
Top Width ( ft)
Avg. Vel. (ft/s)
Hydr. Depth I ft I
Conv. (cfs)
Wetted Per. I ft I
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA {acres)

CULVERT
RIVER: WashD
REACH: 2

Sta

18. 93 3592.32
72.03 3590.6
101.16 3589.6
128.59
3588.6
159.09 3587.6
185.47 3586.6
196.8 3586.13
217.01 3585.47
243.24
3585.8
3587.6
264.21
279.36 3588.91
313.69 3590.68
377.49 3592.31

RS: 0.5

INPUT
Description: XS0.5 36" CMP
Distance from Upstream XS =
1
Deck/Roadway Width
24
Weir Coefficient
2.6
Upstream Deck/Roadway Coordinates
num=
2
Sta Hi Cord Lo Cord
Sta Hi Cord La Cord
0
3590
300
3590
Upstream Bridge Cross Section Data
Station Elevation Data
num=

65
Page 23

Left OB
0.060
28.00
364.90
364.90
157.43
144.72
0.43
2.52
16730.1
144.86
0.01
0.01
0.20
0.13

Channel
0.035
28.00
153.84
153.84
184.52
29.56
1. 20
5. 2 0
19609.0
29.57
0.03
0.03
0.12
0.04

Right OB
0.060
28.00
149.61
149.61
57.04
71.29
0.38
2.10
6061.7
71.49
0.01
0.00
0.07
0.05

..

-

-

..
..

Sta

Elev

0

3592.5
3592.3
3590.6

Sta
2.24

Elev
3592.4
46.49
3591.6
97.77 3589.77
116.73
3589
141.74 3588.23
171.26 3587.23
188.46 3586.6
209.43 3585.6
234.85 3585.6
254.78 3586.6
273.88 3588.57
297.18 3589.94
346.06 3591.6

29.57
76.88
109.52 3589.3
141.71 3588.2
161.94 3587.6
188.19 3586.6
209.42 3585.6
222.19 3585.32
244.97 3585.9
272.97 3588.49
287.96 3589.6
344.28 3591.6

Sta

10.84
69.35
100. 07
126.76
143.32 3588.16
172.78 3587.02
194. 07 3586.25

213.37
2 3 6 . 94

255.28
274. 02
309.56
3 53. 89

Manning's n Values
Sta
n Val
Sta
0
.06 213.68

nurn==

Bank Sta: Left
213.68

Coeff Contr.

Right
243.24

n Val
.035

WashDRevFloodplainl.rep
Elev
Sta
Elev
3592.38
11.62 3592.38
3590.69
71.38 3590.6
100.6 3589.6
3589.6
3588.6 127.94 3588.6

3585.6
3585.6
3586.7
3588.6
3590.5
3591.9

157.83
185.23
194.81
213.68
240.36
258.76
274.2
310.65
359.52

3587.6
3586.6
3586.21
3585.5
3585.6
3586.99
3588.62
3590.6
3591.94

Elev
Sta
18.93 3592.32
72.03 3590.6
101.16 3589.6
128.59 3588.6
159.09 3587.6
185.47 3586.6
196.8 3586.13
217.01 3585.47
243.24 3585.8
264.21 3 587.6
279.36 3588.91
313.69 3590.68
377.49 3592.31

Sta
12.77
23.52
49.17
82.6
110.31
120.86
141.88
161.41
175.86
196.3
214.17
224.26
231.05
239.34
255.58
269.36
281.01
311. OS
343.72
363.89

Elev
3591.67
3591.6
3591.53
3590.6
3589.6
3589.27
3588.6
3587.6
3587.54
3586.6
3585.6
3585
3584.6
3585.63
3587.62
3588.96
3589.6
3590.6
3591.13
3591.6

Sta
14.21
38.73
49.41
84.2 9
112.04
131.07
145.61
167.37
187.64
196.6
218.55
225.08
234.82
242.64
256.87
274.15
286.96
311.1
353.29
382.04

3

Sta
243.24

.1

n Val
.06

Expan.
.3

Downstream Deck/Roadway Coordinates
nwn=
2
Sta Hi Cord Lo Cord
Sta Hi Cord La Cord
0 3589.52
300 3589.52
Downstream Bridge
Station Elevation
Sta
Elev
0 3592.1
15.11 3591.6
47.57 3591.6
51.46 3591.5
85.22 3590.6
114.01 3589.6
136.02 3588.6
146.08 3588.4
171.94 3587.6
187.79 3586.6
197.77 3586.6
220.66 3585.6
225.41 3584.68
239.18 3585.59
245.06 3586.81
262.5 3588.4
276.13 3589.4
289.44 3589.6
312.34 3590.6
355.94 3591.46

Cross Section Data
num~
100
Data
Sta
Elev
Sta
5.99 3591.9
8.96
15.58 3591.6
16.63
47.63 3591.6
47.89
80.33 3590.6
80.44
94.21 3590.24
108.7
114.73 3589.6 120.75
140.19 3588.6 141.37
152.13 3588.05 159.72
174.63 3587.6 175.33
195.05 3586.6 195.47
198.2 3586.57 200.62
221.63 3585.6 222.53
225.57 3584.6 226.94
239.24 3585.6 239.31
248.18 3587.01 255.38
263.54 3588.46 264.04
278.17 3589.6 280.01
308.79 3590.5 310.96
313.93 3590.6 326.39
360.36 3591.6 361.28

Manning's n Values
n Val
Sta
Sta
0
.06 224.26

num=
n Val
.035

Bank Sta: Left
224.26

Coeff Contr.

Right
234.82

Elev
3592.08
3591.83
3591.6
3590.6
3589.6
3589.34
3588.6
3587.6
3587.57
3586.6
3586.48
3585.45
3584.6
3585.6
3587.6
3588.6
3589.6
3590.6
3590.9
3591.6

3

n Val

Sta
2 3 4 . 82

.06

Expan.

.1

.3

Upstream Embankment side slope
Downstream Embankment side slope
Maximum allowable submergence for weir flow
Elevation at which weir flow begins
Energy head used in spillway design
Spillway height used in design
Weir crest shape
Number of Culverts

0 horiz. to 1.0 vertical
0 horiz. to 1.0 vertical
.95

Broad Crested

1

Culvert Name
Shape
Rise
Span
Culvert #1
Circular
3
FHWA Chart # 2 - Corrugated Metal Pipe Culvert
FHWA Scale # 3 - Pipe projecting from fill
Solution Criteria = Highest U.S. EG
culvert Upstrm Dist Length
Top n Bottom n
1
27
.024
.024
Upstream
Elevation
3585.3
Centerline Station= 222.19
Downstream Elevation= 3584.6

Depth Blocked
0

Page 24

•

Elev
3591.63
3 591.6
3591.53
3590.6
3589.6
3588.6
3588.43
3587.6
3586.6
3586.59
3585.6
3584.84
3585
3586.6
3587.78
3589.07
3589.6
3590.6
3591.43
3591.99

Entrance Loss Coef
.9

Exit Loss Coef
1

-

-

-

-

-

WashDRevFloodplainl.rep
Centerline Station
CULVERT OUTPUT

1
58.87
3590.72
3590.71
3587.98

1ft)

E.G. DS I ftl

w.s. DS

3587.37
2.73
3.34
3590.72
3590.33
Inlet
3588.30
3586.71
2.49
2.48

(ft)

Delta EG (ftl
Delta WS ( ft)
E.G. IC lftl
E.G. oc (ft)
Culvert Control
Culv WS Inlet ( ft)
Culv WS Outlet { ft)
Cul v Nml Depth (ft)
Culv Crt Depth (ft)

Culvert H

Culv Full Len ( ft)
Culv Vel us ( ft/sl
Culv Vel DS { ft/s)
Culv Inv El Up { ft)
Culv Inv El Dn 1ft)
Culv Frctn Ls (ft)
Culv Exit Loss (ft)
Culv Entr Loss (ft)
Q Weir (cfs)
Weir Sta Lft (ft)
Weir Sta Rgt (ft)
Weir Submerg
Weir Max Depth (ft)
Weir Avg Depth I ft I
Weir Flow Area (sq ft)
Min El Weir Flow (ft)

58.87

# Barrels
Q Barrel (cfs)
E.G. us. 1ft)

us.

Culv Group:

Profile #PF 1

Q Culv Group (cfsl

w.s.

230

8.33
11.07
3585.30
3584.60
1.13
0.63
0.97
340.13
68.89
314.63
0.00
0.71
0.65
158.62
3590.01

warning: During subcritical analysis, while trying to calculate culvert and weir flow, the program could
not
get a balance of energy within the specified tolerance and number of trials.
The program used
the solution with the minimum error.
Note:
The flow in the culvert is entirely supercritical.
CROSS SECTION
RIVER: WashD
REACH: 2

RS:

INPUT
Description: xso
Station Elevation
Sta
Elev
0 3592.1
15.11 3591.6
47.57 3591.6
51.46 3591.5
85.22 3590.6
114.01 3589.6
136.02 3588.6
146.08 3588.4
171.94 3587.6
187.79 3586.6
197.77 3586.6
220.66 3585.6
225.41 3584.68
239.18 3585.59
245.06 3586.81
262.5 3588.4
276.13 3589.4
289.44 3589.6
312.34 3590.6
355.94 3591.46

Data

0

5.99
15.58
47.63
80.33
94.21
114.73
140.19
152.13
174.63
195.05
198.2
221.63
225.57
239.24
248.18
263.54
278.17
308.79
313.93
360.36

numo:o
Elev
3591.9
3591.6
3591.6
3590.6
3590.24
3589.6
3588.6
3588.05
3587.6
3586.6
3586.57
3585.6
3584.6
3585.6
3587.01
3588.46
3589.6
3590.5
3590.6
3591.6

Manning's n Values
Sta
n Val
Sta
0
.06
224.26

num;;
n Val
.035

Bank Sta: Left
224.26

Lengths: Left Channel
68.54
68.54

Sta

Right
234.82

CROSS SECTION OUTPUT
E.G. E1ev lftl
Vel Head ( ft)
w.s. E1ev ( ft)
Crit W.S. ( ft)
E.G. Slope (ft/ft}
Q Total (cfs}
Top Width ( ft)
Vel Total ( ftls)
Max Chl Dpth (ft)
Conv. Total (cfs)

100

Sta
8.96
16.63
47.89
80.44
108.7
120.75
141.37
159.72
175.33
195.47
200.62
222.53
226.94
239.31
255.38
264.04
280.01
310.96
326.39
361.28

Elev
3592.08
3591.83
3591.6
3590.6
3589.6
3589.34
3588.6
3587.6
3587.57
3586.6
3586.48
3585.45
3584.6
3585.6
3587.6
3588.6
3589.6
3590.6
3590.9
3591.6

Sta
12.77
23.52
49.17
82.6
110.31
120.86
141.88
161.41
175.86
196.3
214.17
224.26
231.05
239.34
255.58
269.36
281.01
311.05
343.72
363.89

Elev
3591.67
3591.6
3591.53
3590.6
3589.6
3589.27
3588.6
3587.6
3587.54
3586.6
3585.6
3585
3584.6
3585.63
3587.62
3588.96
3589.6
3590.6
3591.13
3591.6

Sta
14.21
38.73
49.41
84.29
112.04
131.07
145.61
167.37
187.64
196.6
218.55
225.08
234.82
242.64
256.87
274.15
286.96
311.1
353.29
382.04

Elev
3591.63
3591.6
3591.53
3590.6
3589.6
3588.6
3588.43
3587 .6
3586.6
3586.59
3585.6
3584.84
3585
3586.6
3587.78
3589.07
3589.6
3590.6
3591.43
3591.99

3

Sta
234.82

n Val
.06
Right
68.54

coeff Contr.
.1

Expan .
.3

Profile ltPF 1
3587.98
0.62
3587.37
3587.37
0.009886
399.00
74.48
4.17
2.77
4012.9

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area lsq ft I
Area lsq ft I
Flow (cfs)
Top Width ( ft)
Avg. Vel. ( ftls)
Hydr. Depth (ft)
Conv. (cfs)
Page 25

Left OB
0.060
68.54
50.30
50.30
130.81
46.22
2.60
1. 09
1315.6

Channel
0.035
68.54
28.13
28.13
226.86
10.56
8.06
2.66
2281.6

Right OB
0.060
68.54
17.23
17.23
41.33
17.70
2.40
0.97
415.7

-

-

-

-

-

Length Wtd.

MinCh El (ft)
Alpha
Frctn Loss
C & E Loss

WashORevFloodplainl.rep
Wetted Per. ( f t )
46.35
Shear (lb/sq ftl
0.67

68.54

(ft)

3584.60

Stream Power (lb/ft s)
Cum Volume (acre-ftl
Cum SA (acres)

2.29
0.68
0.01

( ft)
(ftl

1.74
0.06
0.07

10.65
1.63
13.14
0.06
0.02

17.92

0.59
1.42

0.02
0.02

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m), between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: washD
REACH: 2

RS:

INPUT
Description: XS-1
Station Elevation
Elev
Sta
3589.2
0
46.75 3587.4
78.02 3586.6
83.63 3586.5
113.63 3585.6
136.42 3584.6
151.92 3583.74
159.56 3585.13
168.64 3587.6
196.39 3588.11

-1

Data
Sta
4.11
63.18
79.69
86.63
122.51
140.05
152.44
161.83
168.71
197.93

numo:::
Elev
3589.07
3586.95
3586.6
3586.37
3585.24
3584.1
3583.8
3585.6
3587.6
3588.13

Manning's n Values
n Val
Sta
Sta
.06 135.75
0

numo:::
n Val
.035

Bank Sta: Left

coeff Contr.
.l

135.75

Right
155.55

CROSS SECTION OUTPUT
E.G. Elev ( ft)
Vel Head ( ftl
w.s. Elev ( ft)
Crit W.S. ( ft)
E.G. slope (ftlft)
Q Total (cfsJ
Top Width (ft)
Vel Total { ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El ( ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)

48
Sta
Elev
18.05 3588.6
66.34 3586.94
80.03 3586.6
99.23 3585.99
130.2 3584.89
141.46 3583.6
155.55 3584.5
163.82 3586.1
178.7 3587.6
200.44 3588.2

Sta
27.97
68.94
81.54
99.27
134.15
145.55
156.26
165.27
180.41

Sta
40.36
70.72
82.71
100.25
135.75
151.15
156.31
166.41
195.05

Elev
3588.2
3586.83
3586.55
3585.99
3584.71
3583.6
3584.59
3586.6
3587.6

Elev
3587.6
3586.81
3586.51
3585.96
3584.65
3583.6
3584.6
3586.95
3588.11

3

Sta
155.55

n Val

.06
Expan.
.3

Profile .PF l
Element
Wt. n-Va1.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume {acre-ft)
Cum SA (acres)

3586.84
0. 69
3586.15
3586.15
0.010049
399.00
70.08
4. 94
2.55
3980.3
3583.60
1. 82

Left 08
0.060

Channel
0.035

28.11
28.11
53.49
41.86
1. 90
0.67
533.6
41.89
0.42
0.80

44.90
44.90
327.40
19.80
7.29
2.27
3266.1
20.02
1.41
10.26

CROSS SECTION
RIVER: was hE
REACH: 1

RS:

11

INPUT
Description: XSll
numc::
Station Elevation Data
Elev
Sta
Sta
Elev
3617.1
1. 93 3617.01
0
25.9 3614.8
27.65 3614.62
31.85 3615.2
32.58 3615.6
43.01 3616.3
43.4 3616.32

35

Elev
Sta
9.61 3616.6
27.77 3614.61
36.89 3616.36
49.01 3615.63

Sta
Elev
14.49 3616.32
27.95 3614.6
39.7 3616.45
49.12 3615.61
Page 26

Sta
Elev
22.51 3615.6
29.79 3614.6
41.69 3616.39
49.21
3615.6

Right 08
0.060
7.79
7.79
18.11
8.42
2.33
0.92
180.6
8.59
0.57
1. 32

-

-

-

54 .37
60.61
73.66

3614.7
3614.8
3617.4

WashDRevFloodplainl.rep
56.01 3614.6
57.88 3614.6
62.71 3615.6
64.37 3615.95
78.14 3617.72
86.7 3618.01

56
3614.6
61.4 3614.96

74.82

3617.6

Manning's n Values
Sta
n Val
Sta
0
.06
22.51

num=
n Val

Bank Sta: Left
49.12

Lengths: Left Channel

Right
62.71

CROSS SECTION OUTPUT

5

Sta
32.58

.035

76.16

n Val
. 06

74.98

Sta

n Val

49.12

.035

Right
73.08

3616.61
0.35
3616.26
3616.14
0.010828
173.00
42.85

..

-

..

Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)

4.59
1. 66
1662.6
75.16
3614.60
1. 09
0.90
0.05

Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
(ft)

(ft)

n val
.06
Expan.

.3

Left OB
0.037
76.16
18.55
18.55
75.44
26.32
4.07
0.70
725.0
26.74
0.47
1. 91
0.19
0.31

s)

(0.15 m).

Th~s

Channel
0.035
74.98
18.18
18.18
96.33
13.59
5. 30
1. 34
925.8
13.84
0.89
4.70
0.52
0.30

Right OB
0.060
73.08
1. 00
1.00
1. 23
2.94
1. 23
0.34
11.8
3.01
0.22
0.28
0.15
0.23

may indicate the need for

CROSS SECTION
RIVER: WashE
REACH: 1

RS: 10

INPUT
Description: XS10
Station Elevation Data
nurn=
sta
E1ev
Sta
Elev
1. 71 3615.6
0 3615.6
19.37
3615.5
23.37 3614.99
28.32 3612.9
27.68 3613.5
37.07 3612.9
38.21 3613.29
51.75 3615.19
59.7 3615.6

25
Sta
6.21
25.58
28.68
39.09
60.29

Elev
3615.6
3614.6
3612.6
3613.6
3615.6

Manning's n Values
Sta
n Val
sta
.06
28.32
0

nurn=
n Val
.035

3
Sta
37.07

n Val
.06

Bank Sta: Left
28.32

Lengths: Left Channel
106.95 107.46

Right
37.07

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit VJ.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width {ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Elev
Sta
14.92 3615.6
26.81 3613.91
34.12 3612.6
3614.3
43.3
60.85 3615.63

Right
107 .1

Sta
Elev
18.83 3615.6
27.46 3613.6
36.12 3612.6
43.85 3614.6
69.47 3615.86

Coeff Contr.
.1

Expan .
.3

Profile #PF 1
3615.66
0.89
3614.77
3614.77
0. 013232
173.00
21.56
6.09
2.17
1503.9
107.43
3612.60
1. 54
1. 46
0.03

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
TOp Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. {cfs)
Wetted Per. (ft)
Shear (1b/sq f t )
Stream Power (lb/ft s)
Cum Volume {acre-ft)
Cum SA (acres)

Left OB
0.060
106.95
2.66
2.66
5.55
3.72
2.09
0.71
48.2
4.24
0.52
1. 08
0.17
0.28

Channel
0.035
107.46
18.82
18.82
151.31
8.75
8.04
2.15
1315.4
8.90
1. 75
14.04
0.49
0.28

Right 08
0.060
107.10
6.92
6.92
16.14
9.10
2.33
0. 7 6

140.3
9.35
0.61
1.43
0.14
0.22

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Page 27

-

Coeff contr.
.1

Element

Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (Sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear (lb/sq ft)
Stream Power (lb/ ft
Cum Volume (acre-ft)
Cum SA (acres)

Warning: Divided flow computed for this cross-section.
Warning: The velocity head has changed by more than 0.5 ft
additional cross sections.

•

Sta
62.71

Profile #PF 1

E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)

Alpha
Frctn Loss
C & E Loss

58.47 3614.6
67.08 3616.6
87.18 3618.03

-

-

-

-

WashDRevFloodplainl.rep
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: WashE
REACH: 1

RS:

9

INPUT
Description: XS9
Station Elevation Data
nurn=
Sta
Elev
Sta
Elev
0
3613.7
2.33 3613.6
18.73 3612.9
21.98 3612.6
28.75 3610.9
3 0. 96 3610.61
31.41 3610.5
34.2 3609.78
41.33 3610.6
41.38 3610.63
47.25 3612.6
48.37 3612.7
Manning's n Values
Sta
n Val
Sta
0
.06
28.75
Bank Sta:

Left

28.75

Right
41.91

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ftl
W.S. Elev (ft)
Crit w.s. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft J
MinCh El (ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

nwno=
n Val
.035

29
Sta
4.92
22.46
31. 02
35.61
41.91
57.95

Elev
3613.47
3612.46
3610.6
3609.73
3610.9
3613.04

Sta
8.2
22.7
31.06
38.21
42.47
68.36

E1ev
3613.33
3612.39
3610.58
3609.67
3611.6
3613.46

Sta
16.59
25.56
31.15
38.54
46.47

Elev
3612.98
3611.6
3610.55
3609.76
3612.45

3

Sta
41.91

n Val

.06

Lengths: Left Channel
84.17
83.43

Right
82.87

Coeff Contr.
.1

Expan.
.3

Profile #PF 1

3612.71
0.78
3611.93
3611.93
0.013895
173.00
19.61
6.59
2.25
1467.6
83.43
3609.67
1.16
1.10
0.02

Element
Wt. n~Val.
Reach Len. (ft)
Flow Area (sq ftl
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.060
84.17
2.34
2.34
4.44
4.36
1. 89
0.54
37.6
4.48
0.45
0.86
0.16
0.27

Channel
0.035
83.43
23.30
23.30
167.83
13.16
7.20
1. 77
1423.8
13.50
1. 50
10.79
0.44
0.26

Right OB
0.060
82.87
0.63
0.63
0.73
2.09
1.17
0.30
6.2
2.46
0.22
0.26
0.13
0.20

..

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

..

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.

-

-

CROSS SECTION
RIVER: WashE
REACH: 1

RS: 8

INPUT
Description: xss
Station Elevation Data
nurn=
Elev
Sta
Elev
Sta
0 3611.6
12.08 3611.6
24.98 3610.6
25.81 3610.39
31.27 3609.08
31. 56 3608.96
36.43 3608.6
41.28 3608.6
46.61 3609.6
47.05 3609.72
Manning's n Values

nurn=

25
Sta
Elev
19.51 3611.6
28.36 3609.98
32.11 3608.6
41.38 3608.6
50.64 3610.6

Sta
20.07
29.06
33.43
43.16
66.85

3

Page 28

Elev
3611.47
3609.93
3608.28
3608.96
3611.13

Elev
Sta
20.17 3611.4
30 3609.6
34.44 3608.2
44.83 3609.23
70.81 3611.23

...

...

-

..

•

-

Sta
0

n Val
.06

Bank Sta: Left
31.56

Sta
31.56
Right
43.16

CROSS SECTION OUTPUT

Sta

n Val
.035

43.16

WashORevFloodplainl. rep
n Val
.06

Lengths: Left Channel
87.29
86.65

3611.13
0. 71

Element
Wt. n-Val.

( ft)

3610.42
3610.42
0.012488
173.00
24.24
5.6'9
2.22
1548.1
86.67
3608.20
1. 41
0.73
0.10

Reach Len.

Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width I ft I
Vel Total (ft/sl
Max Chl Dpth { ft)
Conv. Total (cfs)
Length Wtd. (ft)

.1

Min Ch El ( ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

( ft)

Left OB
0.060
87.29

Flow Area (sq ftl

3.34
3.34

Area (sq ft)
Flow (cfsl

6.18
5.88
1. 85
0.57
55.3
6.10
0.43
0.79
0.16
0.27

Top Width ( ft)
Avg. Vel. ( ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear ( lb/sq ftl
Stream Power (lb/ft s)
Cwn Volume {acre-ft)
Ctun SA (acres)

Expan.

.3

Channel
0.035
86.65
21.70
21.70
154.32
11.60

7.11
1.87
1381.0

11.82
1. 43
10.17
0.40
0.23

Right OB
0.060
86.12
5.36
5. 36
12.50
6.76
2.33
0.79
111.8
6.92
0. 60
1.41
0.13
0.20

Warning: The energy equation could not be balanced within the specified nwnber of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 rn). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: Was hE
REACH: 1

RS: 7

INPUT
Description: XS7
Station Elevation Data
num=
Sta
Elev
Sta
Elev
1.72 3609.6
0 3609.6
10.87 3608.7
12.2 3608.6
36.08 3609.07
20.07 3608.6
57.36 3608.3
61.29 3607. 6
67.77 3606.6
67.54 3606.6
72.43 3608.6
76.68 3608.6
91.03
3608.6
91.92 3608.5
99.96 3609.6 100.62 3609.6

38

Elev
3609.6
2.8
19.22 3608.6
47.36 3608.67
63. 07 3606.74
69.78
3607
77.05 3608.6
92.24 3608.6
102.89 3609.79

Sta

Manning's n Values
n Val
Sta
Sta
.06
61.29
0

num=
n Val
.035

Bank Sta: Left
61.29

Lengths: Left Channel
85.71
90.23

Right
70.66

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head {ft)
w.s. Elev (ft)
Crit w.s. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ftl
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha

Sta
Elev
3.32 3609.6
19.7 3608.6
49.7 3608.6
63.43 3606.6
70.66 3607.6
77.6 3608.6
94.14 3608.86

E1ev
Sta
9.59 3608.87
19.99 3608.6
55.22 3608.6
64.54 3606.6
71.74 3608.26
84.88 3608.6
99.65 3609.6

3

Sta
70.66

n Val
.06
Right
93.58

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3609.54
0.36
3609.17
3609.17
0.006013
173.00
89.47
2.78
2.57
2231.1
89.97
3606.60
3.01

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ftl
Flow (cfs)
Top t'lidth ( ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Page 29

-

Coeff Contr.

Profile *PF 1

E.G. Elev ( ft)
Vel Head I ft I

w.s. Elev

Right
86.12

Left OB
0.060
85.71
25.66
25.66
29.85
54.30
1. 16
0.47
385.0
54.43
0.18
0.21

Channel
0.035
90.23
22.04
22.04
124.44
9.37
5.64
2.35
1604.8
9.82
0.84
4.76

Right OB
0.060
93.58
14.45
14.45
18.70
25.81
1. 29
0.56
241.2
26.13
0.21
0. 27

...

-

..

-

-

..

-

Frctn Loss ( ft)
C & E Loss (ft)

WashDRevFloodplainl.rep
Cum Volume (acre~ftl
Cum SA (acres)

0.76
0.06

0.13

0.20

0.35
0.21

0.11
0.16

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The velocity head has changed by more than 0.5 ft {0.15 ml.
This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: WashE
REACH: l

RS:

INPUT
Description: XS6
Station Elevation Data
Sta
Elev
Sta
0 3607.6
10.14
37.75
35.69 3606.6
40.14 3604.6
40.51
48.31 3604.52
48.45
51.11 3606.6
51.17

num=
Elev
3607.6
3605.8
3604.5
3604.6
3606.6

Sta
Elev
17.12 3 6 07 . 6
38.06 3605.6
42.3
3603.6
48.48 3604.62
57.79 3607.6

Manning's n Values
Sta
n Val
Sta
0
.06
40.14

num=
n Val
.035

3
Sta
48.45

Bank Sta: Left
40.14

Lengths: Left Channel
89.91
90.68

Right
48.45

CROSS SECTION OUTPUT
E.G. Elev {ft)
Vel Head {ft)
W.S. Elev (ft)
Crit W.S. (ft}
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width {ft)
Vel Total {ft/s)
Max Chl Dpth (ftl
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss ( ft)
c & E Loss (ftl

Profile

6

~PF

3607.25
l. 01
3606.24
3606.24
0.012803
173.00
13.96
7.17
2.64
1528.9
90.67
3603.60
1. 26
1. 32
0.03

24
Elev
Sta
30.36 3607.6
38.9 3605.25
45.78 3603.6
49.56 3605.6
68.54 3608.15

Sta
Elev
31.34 3607.45
39.76 3604.83
46.52 3603.6
49.8 3605.71

n Val
.06
Right
91.21

Coeff Contr.
.1

Expan .
.3

1

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area (sq ft)
Area (sq ft}
Flow (cfs}
Top Nidth {ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft}
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power {lb/ft s)
Cum Volume (acre-ftJ
Cwn SA (acres)

Left OB
0.060
89.91
2. 71
2.71
5.97
3.52
2.20
0.77
52.7
3.89
0.56
1. 22
0.10
0.15

Channel
0.035
90.68
19.82
19.82
163.82
8.31
8.27
2.38
1447.8
8. 78
1. 80
14.91
0.31
0.19

Right OB
0.060
91.21
1. 62
1. 62
3.21
2 .13
1. 99
0. 7 6
28.4
2.70
0.48
0.95
0.09
0.13

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
This indicates that there
depth, the calculated water surface came back below critical depth.
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: NashE
REACH: 1

RS:

5

INPUT
Description: XS5
Page 30

...

-

-

-

Station Elevation Data
num=
Sta
Elev
Sta
Elev
0 3605.45
4.22 3605.34
18.92 3605.15
21.6
3605
25.86 3603.5
26.85 3603.25
31.16 3601.06
32 3600.6
38.91 3600.71
39.84 3601.6
44.26 3603.52
44.41
3603.6
47.23 3604.6
57.75 3605.43
Manning's n Values
Sta
n Val
Sta
0
.06
29.11

num=
n Val
.035

Bank Sta: Left
29.11

Lengths: Left Channel
95.29
90.05

Right
41.6

CROSS SECTION OUTPUT

-

Sta
15.77
25.56
30.01
38.77

Elev

3605.2
3603.6
3601.6

42.64

3600.6
3603.1

46.1

3604.3

3
Sta
41.6

n Val
.06

Right
86.7

coeff Contr.
.1

Expan.
.3

Profile ltPF 1

E.G. Elev ( ft)
Vel Head I ft I
w.s. Elev (ft)
Crit W.S. 1ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total ( ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. { ft)
Min Ch El (ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

..

WashDRevFloodplainl.rep
34
Sta
Elev
Sta
Elev
4.72 3605.34
11.95 3605.3
23.34
3604.6
25.36 3603.66
29.11
3602.6
29.69 3602.08
34.08
3600.6
38.72 3600.6
40.65 3601.89
41.6 3602.6
45.01 3603.78
46.06 3604.17
58.13
3605.6
58.43 3605.61

3603.75
0.90
3602.86
3602.86
0.016655
173.00
13.91
7.56
2.25
1340.5
90.30
3600.60
1. 01
1. 84
0.19

Element
Wt. n-Val.
Reach Len. ( ft)
Flow Area lsq ft)
Area lsq ft)
Flow (cfs)
Top Width 1ft)
Avg. Vel. (ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear (lb/sq ft)
Stream Power ( lb/ ft s)
Cum Volwne (acre-ft)
Cum SA (acres)

Left OB
0.060
95.29
0.11
0.11
0.09
0.89
0.79
0.13
0.7
0.92
0.13
0.10
0.10
0.14

Channel
0.035
90.05
22.71
22.71
172.86
12.49
7.61
1. 82
1339.5
13.87
1. 70
12.96
0.27
0.17

Right OB
0.060
86.70
0.07
0. 07
0.05
0.53
0.75
0.13
0.4
0.59
0.12
0.09
0.09
0.13

warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m).
This may indicate the need for
additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.

..

This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the asswned water surface was set equal to critical
depth, the calculated water surface carne back below critical depth.
This indicates that there

-

is

-

-

-

not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION
RIVER: WashE
REACH: 1

RS: 4.1

INPUT
Description: XS4.1
nurno=
Station Elevation Data
Sta
Elev
Sta
Elev
0 3603.65
30 3600.48
96.22 3599.55
105 3599.55
171.9 3603.3
180.6 3603.58
Manning's n Values
Sta
n Val
0
.06
Bank Sta: Left
85

Sta
85

Right
105

CROSS SECTION OUTPUT
E.G. Elev ( ft)
Vel Head { ft)
w.s. Elev I ft I
Crit \-J.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( f t )

nurn=
n Val
.035

12
Elev
Sta
55 3599.98
115 3599.55
3
Sta
105

Sta
Elev
75 3599.55
135 3599.98

Sta
Elev
85 3599.55
160 3600.48

n Val
.06

Lengths: Left Channel
24
24

Right
24

Coeff Contr.
.1

Expan.
.3

Profile IFPF 1
3600.55
0.26
3600.28
3600.28
0.025496
173.00
110.40

Element
I'Jt. n-Val.
Reach Len. ( ft)
Flow Area lsq ft)
Area {Sq ft)
Flow (cfs)
Top i-Jidth ( ft)
Page 31

Left 08
0.060
24.00
20.03
20.03
46. 02
45.20

Channel
0.035
24.00
14.68
14.68
80.95
20.00

Right OB
0.060
24.00
20.03
20.03
46.02
45.20

-

Vel Total { ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
Min Ch El I ft I
Alpha
Frctn Loss 1ft)

-

-

-

-

-

-

-

-

3.16
0.73
1083.5
24.00
3599.55
1. 71
0. 07

1ft)

C & E Loss

0.07

WashDRevFloodplainl.rep
2.30
Avg. Vel. (ft!s)
0.44
Hydr. Depth I ft I
Conv. (cfs)
288.2
Wetted Per. (ft)
45.21
0.71
Shear ( lb/sq ft)
Stream Power (lb/ft s)
1. 62
0. 07
Cum Volume (acre-ft)
Cum SA (acres)
0.09

5.52
0.73
507.0
20.00
1.17
6.44
0.23
0.14

2.30
0.44

288.2
45.21
0. 71

1. 62
0.07
0.09

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there

is
not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION
RIVER: was hE
REACH: 1

RS:

4.0

INPUT
Description: XS4.0
Station Elevation Data
num=
Sta
Elev
Sta
Elev
3602
10 3599.52
0
115 3599.02
95 3598.59
176 .91 3605.1
177.4 3605.08
Manning's n Values
n Val
Sta

0

.06

Sta
55

Bank Sta: Left

Right

55

95

CROSS SECTION OUTPUT
E.G. Elev 1ft)
Vel Head I ftl
w.s. Elev 1ft)
Crit w.s. I ftl
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth ( ft)
Conv. Total (cfs)
Length Wtd. 1ft)
Min Ch El {ft)
Alpha
Frctn Loss 1ft I
C & E Loss 1ft)

num=
n Val
.035

12
Elev
Sta
35 3599.02
140 3599.52
3
Sta
95

Elev
Sta
55 3598.59

Elev
Sta
75.86 3598.59
163.01 3604.6

150.18

3604

Right
95.02

Coeff Contr.

n Val

.06

Lengths: Left Channel
89.48
83.95

.1

Expan.
.3

Profile HF 1
3600.05
0.03
3600.02
0.001147
173.00
133.13
1. 20
1. 43
5109.1
89.48
3598.59
1. 55
0.25
0.09

Element

Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width ( ft)
Avg. Vel. ( ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. { ft)
Shear ( lb/ sq ft)
Stream Power (lb/ft sl
Cum Volume (acre-ft)
Cum SA (acres)

Left OB
0.060
83.95
43.39
43.39
34.47
47.00
0.79
0.92
1017.9
47.07
0. 07
0.05
0.06
0.07

Channel
0.035
89.48
57.06
57.06
103.95
40.00
1.82
1. 43
3069.8
40.00
0.10
0.19
0.21
0.12

Right OB
0.060
95.02
43.18
43.18
34.59
46.13
0.80
0.94
1021.4
46.24
0.07
0.05
0.05
0.06

warning: The velocity head has changed by more than 0.5 ft (0.15 m).
This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
CROSS SECTION
RIVER: WashE
REACH: 1

RS: 3

INPUT
Description: XS3
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0 3601.2
.09 3601.16
27.91
29.51 3599.88
3600.6
3597.6
33.28
3597.6
33.33
43.99 3597.36
42.98
3596.6

28
Sta

Elev
1. 66 3601.15
3599.6
30.01
35.91 3596.63
44.25 3597.6

Sta
Elev
8.75 3601.06
30.86 3599.29
35.94
3596.6
44.51 3597.84
Page 32

Elev
Sta
23.32 3600.82
32.19 3598.6
3596.6
36.26
45.09 3598.54

-

-

-

-

-

-

45.26
49.26

3598.6
3600.6

45.66 3598.79
49.75
3600.6

46.1
58.97

num=
n Val
.035

Sta

Manning's n Values

Sta
0

n Val
.06

Bank Sta: Left
33.33

Sta
33.33

47.47

3600.6

3
44.25

n Val
.06

Lengths: Left Channel
112. 83 111.62

Right
44.25

CROSS SECTION OUTPUT

WashDRevFloodplainl.rep
3599.6
46.61 3600.13
3600.6

Right
10.5

Coeff Contr.
.1

Expan.
.3

Profile #PF 1

E.G. Elev 1ft I
Vel Head I ft I
w.s. Elev I ft I

3599.71
0.94
3598.77
3598.77
0.014448
173.00
13.77
7.43
2.17
1439.3
110.13
3596.60
1.10
1. 52
0.06

Crit W.S. ( ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. lftl
Min Ch El (ft)
Alpha
Frctn Loss ( ft)
C & E Loss (ft)

Element

Wt. n-Val.
Reach Len. (ft)
Flow Area lsq ftl
Area (sq ftl

Flow (cfs)
Top Width ( ft)
Avg. Vel. (ft/sl
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. ( ft)
Shear { lb/ sq ft I
Stream Power (lb/ft sl
Cum Volume {acre-ft)
Cum SA {acres)

Left DB
0.060
112.83
0.82
0.82
1. 39
1. 47
1. 70
0.56
11.6
1. 90
0.39
0.66
0.01
0.02

Channel
0.035

111.62
21.78

21.78
170.57
10.92
7.83
1. 99
1419.1
11.46
1. 71
13.43
0.13
0.07

Right DB
0.060
10.50
0.68
0.68
1. 03
1. 37
1. 53
0.49
8.6
1. 84
0.33
0.5::.
0.00
0.01

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there
is
not a valid subcritical answer.
The program defaulted to critical depth.
CROSS SECTION
RIVER: WashE
REACH: 1

RS:

2

INPUT
Description: XS2
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0 3599.4
5.61 3599.13
15.39 3597.6
16.84 3597.18
24.56
25.85
3595
3594.6
36.74
3595.1
37.81
3595.6
41.4
3597
43.2
3597.6
46.06
3 599
51.17 3599.36
58.32
3599.6
63.74
3599.6

33

Sta
Elev
11.2
3598.6
18.01 3596.6
27.43
3 594.6
39.59
3596.4
44.49
3598.3
54.23 3599.56
71.4
3599.6

Manning's n Values
Sta
n Val
Sta
0
.06
24.56

num:
n Val
.035

Bank Sta: Left
24.56

Lengths: Left Channel
134.94
134.35

Right
36.74

CROSS SECTION OUTPUT
E.G. Elev {ft)

Vel Head (ft)

w.s.

Elev ( ft)
Crit W.S. ( ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width ( ft)
Vel Total ( ft/s)
Max Chl Dpth (ft)
Conv. Total (cfsl
Length Wtd. ( ft)
Min Ch El I ftl

Sta
Elev
11.84 3598.6
20.11 3596.05
35.68 3594.6
39.78 3596.6
45.15 3598.6
54.93
3599.6

Sta
Elev
14.24 3598.19
22.47
3595.6
36.41 3594.98
40 3596.6
45.59 3598.91
55.37
3599.6

3

Sta
36.74

n Val
.06
Right
133.43

Coeff Contr.
.1

Expan.
.3

Profile #PF 1
3597.21
0. 75
3596.46
3596.46
0.013193
173.00
21.12
6.09
1. 86
1506.2
134.35
3594.60

Element

Wt. n-Val.
Reach Len. (ft)
Flow Area lsq ftl
Area (sq ft)
Flow (cfs)
Top \'.lidth (ftl
Avg. Vel. ( ft/s)
Hydr. Depth ( ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ftl
Page 33

Left OB
0.060
134.94
4.26
4.26
9.43
6.03
2.21
0. 71
82.1
6.21
0.57

Channel
0.035
134.35
22.15
22.15
159.37
12.18
7.20
1. 82
1387. 5
12.35
1. 48

Right OB
0.060
133.43
2.02
2.02
4.20
2.91
2.08
0.69
36.6
3.22
0.52

-

-

-

-

-

-

-

..

.
.
..

Alpha
Frctn Loss
C & E Loss

1. 30
1. 89
0.00

( ft)
(ft)

washDRevFloodplainl.rep
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)

-

10.62
0.07
0.04

1.07
0.00
0.01

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth.
This indicates that there

is
not a valid subcritical answer.

The program defaulted to critical depth.

CROSS SECTION
RIVER: WashE
REACH: 1

RS: 1

INPUT
Description: XS1
Station Elevation Data
num=
Sta
Elev
Sta
Elev
1. 33
3595.6
0 3595.7
6. 2 8 3595.6
8.52 3595.26
11.87
3593
14.94 3592.7
19.11
23.64
3591.6
3591.6
29.37 3593.94
27.47
3593.6
32.83
3595.6
33.87
3595.6

28
Elev
Sta
2.19
3595.6
9.85 3594.6
15.17 3592.6
24.34 3591.91
30.01
3594.6
43 .41 3595.92

Manning's n Values
Sta
n Val
Sta
.06
11.87
0

num=
n Val
.035

3
Sta
26.14

Bank Sta: Left
11.87

Lengths: Left Channel
124.31 129.69

Right
26.14

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ftl
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. ( ft)
MinCh El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

Sta
Elev
3.7 3595.6
10.5 3594.02
17 .17 3592.08
24.82
3592.6
31.41 3595.5

Sta
4.54
11.01
18.94
26.14
32.24

F.l ev
3595.6
3593.6
3591.6
3593
3595.6

n Val

.06
Right
136.49

Coeff Contr.
.1

Expan .

.3

Profile iPF 1
3594.62
0. 78
3593.84
3593.84
0.015107
17 3. 00
18.07
6.84
2.24
1407.5
0.00
3591.60
1. 08

0.00
0.13

Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
.ll.rea (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. ( cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ftl
Cum SA (acres)

Left OB
0.060

o.oo

0.50
0.50
0.75
1.15
1. 51
0.43
6.1
1. 42

o. 33

0.50

Channel
0.035
0.00
23.93
23.93
171.04
14.27
7.15
1. 68
1391.6
14.92
1. 51
10.81

Right OB
0.060
0.00
0.87
0.87
1.21
2.65
1. 40

0.33
9.9
2.80
0.29
0.41

Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section.
This may indicate the need for additional cross sections .
Warning: During the standard step ite~ations, when the assumed water surface was set equal to critical
This indicates that there
depth, the calculated water surface came back below critical depth.
is
not a valid subcritical answer.
The program defaulted to critical depth .

..
...

1. 25
0.01
0.01

Page 34