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2016-08-01_PERMIT FILE - C1981010A (2)
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2016-08-01_PERMIT FILE - C1981010A (2)
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Entry Properties
Last modified
2/10/2017 8:52:18 AM
Creation date
9/19/2016 9:45:58 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981010A
IBM Index Class Name
Permit File
Doc Date
8/1/2016
Doc Name
TEMPORARY DIVERSION DESIGN
Section_Exhibit Name
APPENDIX Q SECTION XVII
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />('-,Hht 1OOR .0807 13 -In 1 Ghwoh <br />L <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />7,423.00 <br />0.000 <br />0.000 <br />0.000 <br />7,424.00 <br />7,423.50 <br />0.150 <br />0.025 <br />0.000 <br />0.000 <br />7,424.00 <br />0.200 <br />0.112 <br />0.000 <br />0.000 <br />7,424.50 <br />0.300 <br />0.236 <br />0.000 <br />7,426.50 <br />7,425.00 <br />0.350 <br />0.399 <br />0.000 <br />0.000 <br />7,425.50 <br />0.400 <br />0.586 <br />0.000 <br />1.976 <br />7,426.00 <br />0.450 <br />0.798 <br />0.000 <br />7,426.50 <br />0.500 <br />1.036 <br />0.000 <br />7,427.00 <br />0.600 <br />1.310 <br />0.000 <br />7,427.50 <br />0.650 <br />1.623 <br />0.000 <br />Spillway #1 <br />7,427.79 <br />0.719 <br />1.829 <br />1.166 <br />19.00 Peak Stage <br />7,428.00 <br />0.750 <br />1.973 <br />1.976 <br />Detailed Discharge Table <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />7,423.00 <br />0.000 <br />0.000 <br />7,423.50 <br />0.000 <br />0.000 <br />7,424.00 <br />0.000 <br />0.000 <br />7,424.50 <br />0.000 <br />0.000 <br />7,425.00 <br />0.000 <br />0.000 <br />7,425.50 <br />0.000 <br />0.000 <br />7,426.00 <br />0.000 <br />0.000 <br />7,426.50 <br />0.000 <br />0.000 <br />7,427.00 <br />0.000 <br />0.000 <br />7,427.50 <br />0.000 <br />0.000 <br />7,428.00 <br />1.976 <br />1.976 <br />Structure #3 (Null1 <br />Structure #9 (Erodible Channel <br />Trapezoidal Erodible Channel Inputs: <br />Material: Coarse gravel noncolloidal <br />Left Right <br />Bottom <br />Freeboard <br />Freeboard Freeboard <br />Limiting <br />9 <br />Width (ft) Sideslope Sideslope Slope (%) Manning's n <br />MulVelocity <br />x <br />Ratio Ratio <br />Depth (ft) % of Depth (Vx <br />VxD) <br />(fps) <br />24.00 3.0:1 3.0:1 11.6 0.0250 <br />0.30 <br />6.0 <br />Filename: DJ_Divert_10yr_24hr.sc4 Printed 06-08-2016 <br />
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