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.40 0.103 42192.805 * 23.50 0.103 2203.922 <br /> ;'3.60 0.103 42226.172 * 23.70 0.103 42232.738 <br /> POND RESULTS <br /> * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * <br /> ***** CONTROL VARIABLES OPTIONS ***** <br /> FLOW FRACTN ISDO NRHP NSP NCSTR <br /> ------------------------------------------------------- <br /> 3 0 1 500 7 0 <br /> IFiF aF iF iF i4 iF iF 1F iF iF IFiF iF dF*iF*iF iF iF 11*iF*iF iFiF*iF iF iF i4IF iF 1F iF itiFiF iF iF1F iF IF iF iF IFiF 1t iF iF it 1f iF iF iF <br /> 1F�F*�F 1F iF if iF 1F iFiF�F iF iF iF iFiF 1F iF iF 1FiF iF 1F iF iF iF 1t iFiF iF iF 1F iF iF iF iF iF iF iF iF if iF iF tF iF iF i{1F iF iF-0F it iF if iF iF <br /> CAUTION: THE STAGE OF YOUR PRINCIPAL SPILLWAY <br /> MAY CAUSE BED SCOUR. SEDIMOT II DOES NOT CONSIDER <br /> POSSIBLE BED SCOUR; HENCE, YOUR OBSERVED EFFLUENT <br /> MAY NOT MEET THE DESIRED EFFLUENT STANDARD. INCREASE <br /> THE STAGE OF YOUR PRINCIPAL SPILLWAY. <br /> ***** BASIN GEOMETRY ***** <br /> STAGE AREA AVERAGE DEPTH DISCHARGE CAPACITY <br /> (FT) (ACRES) (FT) (CFS) (ACRES-FT) <br /> ------------------------------------------------------------- <br /> 0.00 0.059 0.00 0.00 0.00 <br /> 1.00 0.077 0.93 0.00 0.07 <br /> 2.00 0.0911 1.83 0.01 0.15 <br /> 3.00 0.116 2.66 0.01 0.26 <br /> 4.00 0.138 3.44 0.01 0.39 <br /> 5.00 0.163 4.18 0.01 0.54 <br /> 6.00 0.188 4.89 0.02 0.71 <br /> ***** STORM EVENT SUMMARY <br /> ------------------------------- <br /> TURBULENCE FACTOR = 1.00 <br /> PERMANENT POOL CAPACITY = 0.068 ACRE-FT <br /> DEAD STORAGE = 30.00 PERCENT <br /> TIME INCREMENT OUTFLOW = 0.10 HRS <br /> VISCOSITY = 0.009 CM**2/SEC <br /> INFLOW RUNOFF VOLUME = 0.334 ACRE-FT <br /> OUTFLOW ROUTED VOLUME = 0.034 ACRE-FT <br />