FLOOD05756

• County: Weld
• Basin: South Platte
• Title: Project Notebook for I-25 Corridor Master Drainage Plan South Weld County: Volume 1 of 2
• Date: 12/6/1999
• Prepared For: Weld County Public Works
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

CURRENT DATE: 03-12-1999
CURRENT TIME: 16:16:17

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FILE DATE: 03-12-1999
FILE N~E: GWCR10B

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C 1 SITE DATA 1 CULVERT SHAPE, MATERIAL, INLET 1
U 1-----------------------.--1-----..--------..------------------.....-------1
L 1 INLET OUTLET CULVERT 1 BARRELS 1
I V 1 ELEV. ELEV. LENGTH I SHAPE SPAN RISE MANNING INLET 1
INO.I (ft) (It) (ft) I MATERIAL (ft) (It) n TYPE 1
1 1 15046.30 5045.93 44.00 1 1 CSP 4.00 4.00 .031 CONVENTIONAL 1
I 2 I 1 1
13 1 1 1
I 4 I I I
\5 1 I I

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SUMMARY OF CULVERT FLOWS (cis)

ELEV (ft)
5046.30
5049.44
5050.90
5051.17
5051.33
5051.44

- ~~
.,1.;1
5051. 79
5051.86
5050.63

TOTAL
0.0
40.0
80.0
120.0
160.0
200.0
240.0
280.0
320.0
360.0
400.0
66.6

1
0.0
40.0
72.6
78.6
81.6
84.6
86.1
87.5
89.4
92.3
93.4
66.6

2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

FILE: GWCR10B

3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

DATE: 03-12-1999

6 ROADWAY lTR
0.0 . 0.00 1
0.0 0.00 1
0.0 6.77 12
0.0 40.23 7
0.0 77.63 6
0.0 114.59 5
0.0 . 151.62 4
0.0 190.50 4
0.0 228.95 4
0.0 266.30 4
0.0 305.06 4
0.0 OVERTOPPING

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SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: GWCR10B DATE: 03-12-1999
HEAD HEAD TOTAL FLOI/ % FLOI/
ELEV (It) ERROR (ft) FLOI/ (cfs) ERROR (cfs) ERROR
5046.30 0.000 0.00 0.00 0.00
5049.44 0.000 40.00 0.00 0.00
5050.90 -0.004 80.00 0.66 0.83
5051.17 -0.006 120.00 1.16 0.97
5051.33 -0.003 160.00 0.76 0.47
5051.44 -0.004 200.00 0.78 0.39
5051.54 -0.010 240.00 2.33 0.97
5051.63 -0.008 280.00 2.01 0.72
5051.71 -0.007 320.00 1.66 0.52
5051. 79 -0.005 360.00 1.40 0.39
5051.86 -0.005 400.00 1.49 0.37

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<1> TOLERANCE eft) = 0.010

<2> TOLERANCE (~) = 1.000

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