Laserfiche WebLink
. 0 0.085 43518.496 * 23.50 0.085 545.359 <br /> 23.60 0.085 43550.047 * 23.70 0.085 43579.199 <br /> IF iF it iF iF iF AF iF iF 1F iF iF iF X iF * N iF 1F iF 1F iF iF iF iF 1F iF dF N- 1F <br /> POND RESULTS <br /> iF iF iF iF iF iF iF 1F iF iF iF it �F X ik iF * * * * i! iF iF iF iF iF iF iF iF iF <br /> ***** CONTROL VARIABLES OPTIONS ***** <br /> FLOW FRACTN ISDO NRHP NSP NCSTR <br /> ------------------------------------------------------- <br /> 3 0 1 500 7 0 <br /> !F iF iFiF iF iF iF iF iF 1F iF iF iF iF 1F1f*ih iF iF iFiF if it iF iFiF 1F iF it iF iF iFit iF N iFiF iF iF�F 1F iFit iF 1F iF iFiF***iF iF iF�F1F <br /> iF IF iF�F iF 1F ih iF iF1F iF1F iF dFiF 1F iF iF 1F iF iF IF iF iF iFiFiF1f iF iF iF1F iF iF 14 i aF iF iF iF iF iF iF 1F dF dF�F�F iF�F 1f�F iF 1Fih dh* <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 /> ik iF iF IF ih iF M if iF1F iF iF IF iF 1F iF 1t if iF 1F iF if iF if!F IF iF iF iF IF iF iF)F iF iF X iF iF 1F iF iF�F 1F1F iF iFIF iF dFiF iF iF 1F 1F iF iF 11 <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 0.094 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 = 0.257 ACRE-FT <br /> OUTFLOW ROUTED VOLUME = 0.030 ACRE-FT <br />