FLOOD10505

• County: Morgan
• Community: Brush
• Basin: South Platte
• Title: Brush - Storm Drainage Master Plan
• Date: 7/19/2006
• Prepared For: Brush
• Prepared By: Nolte Associates, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

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1*" .****.. 'II..... *** *****. ** *** '" ... '" ..*** **
. .
flOOD HYDROGRAPH PACKAGE (HEC -1) '"
JUN 1998 ..
VERSION 4.1 '"
.
'" RUN DATE 080Eeos TIME 11:40:38 :
.. ** ** ** ** ****** ****., ***** *"'''' ******* ******

Brush NoltelO 2Sroute.oUT
- - ***,r,.******....*****._***k***..*********
.
* U.S. ARMY CORPS OF ENGINEERS
.. HYDROLOGIC ENGINEERING CENTER
... 609 SECOND STREET
.. DAVIS, CALIFORNIA 95616
: [phone] '"
** ******************* **** '" ** **... *** *****

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THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-l KNOWN AS HEel (JAN 73). HECIGS, HECIOR, AND HECIKW.

THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-S1YLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION
NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE. SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM

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HEC-l INPUT PAGE 1
LINE 10. . . . . . .1. . . . . . .2. . . . . . .3. . . . . . .4. . . . . . .5. . . . . . .6. . . . . . .7, ..... .8...... .9..... .10
*DIAGRAM
1 10
2 10
3 10 % TECHNICAL HYDROLOGY STUDY %
4 10 % 2 -HOUR STORM %
5 10 % RATIO 1",,10 YEAR STORM %
6 10 % RATIO 2=25 YEAR STORM %
7 10 % %
8 10 % DATA FILE = %
9 10 % D.A.R.F. . 1.00 %
10 10 % 11/10/05 NOLTE ASSOC -EJL- %
11 10 " INPUT FILE NAME: Brush_Nal te10_25 . OAT %
12 10 % CITY OF BRUSH SDMP %
13 10 % JOB NO. OVB0185 %
14 10
15 10
16 IT 5 0 0 300
17 10 5 0 0
18 IN 5 0 0
19 JR PREC 0.8291 1.00
20 KK Bl
21 BA 0.143
22 PB 2.34
23 PC 0.000 0.009 0.035 0.075 0.145 0.266 0.483 0.604 0.674 0.728
24 PC 0.771 0.806 0.841 0.876 0.893 0.910 0.920 0.930 0.940 0.950
25 PC 0.960 0.970 0.980 0.990 1. 000
26 LS 0 81.0
27 uo 0.2438
28 KK B2
29 BA 0.115
30 LS 0 83.0
31 uo 0.2031
32 KK B3
33 BA 0.412
34 LS 0 86.0
35 uo 0.5389
36 KK B4A
37 BA 0.132
38 LS 0 86.0
39 uo 0.2383
40 KK 4AT04B
41 KO 1
42 KM ROUTE FLOWS FROM STAION 4A TO 4B
43 RS 1 FLOW -1
44 SV 0 1 5 10 20 30 40 50 60
45 SQ 0 9 9 9 9 9 9 9 9
HEC-l INPUT PAGE 2
LINE 10. . . . . . .1. . . . . . .2. . . . . . .3. . . . . . .4. . . . . . .5. . . . . . .6. . . . . . .7.. . . . . .8. . . . . . .9. . . . . .10
46 KK B4B
47 BA 0.208
48 LS 0 86.0
49 uo 0.3067
50 KK 4SROUTE
51 KO 1
52 KM ROUTE FLOWS FROM STAION 48
53 RS 1 FLOW -1
54 SV 0 1 5 10 20 30 40 50 60
55 SQ 0 14 14 14 14 14 14 14 14
56 KK B4
57 BA 0.342
58 LS 0 86.0
59 uo 0.3500
60 KK 4ROUTE
61 KO 1
62 KM ROUTE FLOWS FROM STAION 4
63 RS 1 flOW -1
64 SV 0 1 5 10 20 30 40 50 60
65 SQ 0 23 23 23 23 23 23 23 23
66 KK B5
67 BA 0.031
68 LS 0 83.0
69 uo 0.1693
70 KK B6
71 BA 0.316
72 LS 0 91.0
73 uo 0.2500
74 KK B7
Page 1

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