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2008-12-04_PERMIT FILE - C1994082 (7)
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2008-12-04_PERMIT FILE - C1994082 (7)
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Last modified
8/24/2016 3:38:36 PM
Creation date
12/30/2008 11:16:21 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
Permit File
Doc Date
12/4/2008
Doc Name
10 Year 24 Hour SEDCAD Demonstration
Section_Exhibit Name
Tab 13 Attachment 13-4A.1 Appendix 13-4A.1-A
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />~~~,,,;~hf ~coa _~nm a~...oi~ 1 Crh~•nh <br /> Dead Space: 20.00 °/o I <br /> *Sediment capacity was entered by user <br /> Strai~Pe <br /> Entrance Tailwater <br />Barrel Barrel Barrel Nlanning's Spillway Loss Depth <br />Diameter Length Slope (%) n Elev (ft) <br />Coefficient (ft) <br />(in) (ft) <br />12.00 90.00 10.00 ~ 0.0240 7,004.40 0.90 1.00 <br />Emergency Soillway <br />Crest Length Left Right Bottom <br />Spillway Elev (ft) Sideslope Sideslope Width (ft) <br />7,007.00 30.00 3.00:1 3.00:1 15.00 <br />Pond Results: <br />Peak Elevation: 7,004.84 ft <br />H'graph Detention Time: 4.08 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.92 days <br />Trap E~ciency: 79.96 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />Dewater <br />Area Capacity Discharge Time <br />Elevation (ac) (ac-~) (~s) (hrs) <br />7,002.04 <br />7,002.50 <br />7,003.00 <br />7,003.50 <br />7,004.00 <br />7,004.40 <br />7,004.50 <br />• <br />7,004.84 <br />7,005.00 <br />7,005.50 <br />7,006.00 <br />7,006.50 <br />7,007.00 <br />7,007.50 <br />7,008.00 <br />0.371 <br />0.389 <br />0.409 <br />0.429 <br />0.450 <br />0.467 <br />0.472 <br />0.487 <br />0.494 <br />0.517 <br />0.540 <br />0.552 <br />0.565 <br />0.577 <br />0.590 <br />Filename: Pond011 TR37 10Yr 24Hr ver_1A.sc4 <br />TR-37 <br />10 <br />0.000 0.000 Top of Sed. Storage <br />0.176 0.000 <br />0.376 0.000 <br />0.586 0.000 <br />0.805 0.000 <br />0.989 0.000 Spillway #1 <br />1.036 0.076 7.48* -----.....--- <br />1.201 0.698 14.50 Peak Stage <br />1.277 0.982 <br />1.530 2.420 <br />1.794 3.662 <br />2.067 4.590 <br />2.346 5.340 Spillway #2 <br />2.632 23.061 <br />2.924 -40.617 _. -.. __.. . - _ - _. <br /> Printed OS-05-2008 <br /> 13-4A.1-A.10 Revised 08/08 <br />
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