PERMFILE49404

• Permit No: C1980005A
• IBM Index Class Name: Permit File
• Doc Date: 7/21/2005
• Doc Name: Design Report Sedimentation Structure 008
• Section_Exhibit Name: Tab 7 Appendix 7-6e
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
Dewater Time: 1.10 days
• Dewatering time is calculated from peak stage to lowest spillway
Elevation-Capacity-Discharge Table
•
•

Elevation Area

(ac) Capacity

(ac-k) Discharge

(ds) Dewater
Tme
(hrs)
7,005.00 0.002 0.000 0.000
7,005.50 0.007 0.002 0.000
7,006.00 0.015 0.007 0.000
7,006.50 0.026 0.018 0.000
7,007.00 0.041 0.034 0.000
7,007.50 0.058 0.059 0.000
7,008.00 0.079 0.093 0.000
7,008.50 0.107 0.140 0.000
7,009.00 0.139 0.201 0.000
7,009.50 0.300 0.308 0.000
7,010.00 0.522 0.511 0.000
7,010.50 0.638 0.801 0.000
7,011.00 0.766 1.151 D.000
7,011.50 0.935 1.576 0.000
7,012.00 1.120 2.089 0.000
7,012.50 1.336 2.702 0.000
7,013.00 1.570 3.427 0.000
7,013.50 1.663 4.235 0.000
7,014.00 1.758 5.090 0.000
7,014.50 1.851 5.993 0.000
7,014.60 1.908 6.556 0.000
7,015.00 1.946 6.942 0.000
7,015.30 2.004 7.534 0.000 Spillway #2
7,015.50 2.042 7.939 0.352 13.93*
7,015.70 2.082 8.358 0.472 12.50 Peak Stage
7,015.80 2.101 8.560 0.530
7,016.00 2.140 8.984 0.675
7,016.50 2.239 10.079 1.114
7,016.60 2.259 10.304 1.159
7,016.80 2.300 10.759 1.249 Spillway #1
7,017.00 2.340 11.224 8.517
7,017.50 2.444 12.420 26.672
7,018.00 2.550 13.668 71.086
7,018.50 2.657 14.970 132.767
7,019.00 2.766 16.325 212.655
7,019.50 2.949 17.754 309.336
Filename: Pond 008_10yr_lower pipe.sc4 Printed 07-13-2005