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• <br />SEDCAD 4 for Windows <br />r ....;..~.. rpm -vmo o~...eie i c,.r,,.,~n <br /> Area Capacity Discharge Dewater <br />Elevation Time <br /> (ac) (ac-ft) (~s) (hrs) <br />7,700.00 0.148 0.478 21.828 <br />7,700.14 0.150 0.499 31.621 <br />7,700.15 0.150 0.500 32.347 <br />Detailed Discharge Table <br /> <br /> <br /> <br />Elevation <br />(R) <br />Broad- <br /> <br />cres(~sWeir Combined <br />To[al <br /> <br />Discharge <br />(cfs) <br />7,695.00 0.000 0.000 <br />7,695.50 0.000 0.000 <br />7,696.00 0.000 0.000 <br />7,696.50 0.000 0.000 <br />7,697.00 0.000 0.000 <br />7,697.50 0.000 0.000 <br />7,698.00 0.000 0.000 <br />7,698.50 0.000 0.000 <br />7,699.00 0.000 0.000 <br />7,699.50 0.000 0.000 <br />7,699.65 3.583 3.583 <br />7,699.70 5.530 5.530 <br />7,699.75 7.718 7.718 <br />7,699.80 10.135 10.135 <br />7,699.85 12.789 12.789 <br />7,700.00 21.828 21.828 <br />7,700.14 31.621 31.621 <br />7,700.15 32.347 32.347 <br />Structure #9 (Riprao Channell <br />SEC. ZI DITCH 6 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprao <br />Left 0.igh[ <br />Bottom Freeboard Freeboard Freeboard <br />Sideslo a Sideslo a Sloe /o <br />Width (ft) p p p (~ ) <br />Ratio Ratio <br />Depth (R) %a of De th Mult. x <br />p <br /> (VxD) <br />12.00 2.0:1 2.0:1 12.7 1.00 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br />• <br />Filename: STSec21 Huntlretl24.010807.sc4 <br />Exh.7-20B-77 <br />23 <br />Printed 01-08-2007 <br />Revision Date: 1/05/07 <br />Revison No.: PR-02 <br />