Laserfiche WebLink
SEDCAD 4 for Windows <br />KPI <br />Structure #54 (Null <br />Ditch PM -1 <br />Structure #67 (Pond) <br />Pond 002 <br />Pond Inputs: <br />Initial Pool Elev: <br />6,614.50 ft <br />Initial Pool: <br />Combined <br />Elevation (ft) <br />Drop Inlet <br />Emergency <br />Total <br />Trap Efficiency: <br />(cfs) <br />Spillway cfs <br />P Y ( ) <br />Discharge <br />(cfs) <br />6,659.00 <br />77.613 <br />402.907 <br />480.520 <br />6,659.50 <br />81.259 <br />515.722 <br />596.981 <br />6,660.00 <br />84.748 <br />644.433 <br />729.181 <br />Structure #54 (Null <br />Ditch PM -1 <br />Structure #67 (Pond) <br />Pond 002 <br />Pond Inputs: <br />Initial Pool Elev: <br />6,614.50 ft <br />Initial Pool: <br />20.55 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Dead Space: <br />0.00% <br />*Sediment capacity based on Average Annual R of 0.0 for 1 year(s) <br />Emeraencv SDillwa <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,614.50 10.00 1.00:1 2.00:1 7.00 <br />Pond Results: <br />Peak Elevation: <br />6,615.25 ft <br />H'graph Detention Time: <br />6.52 hrs <br />Pond Model: <br />CSTRS <br />Dewater Time: <br />1.45 days <br />Trap Efficiency: <br />95.15% <br />Dewatenng. time is calculated from peak stage to lowest spillway <br />Elevation - Capacity- Discharge Table <br />Filename: Pond 002_10yr, 24hr.sc4 <br />TRO1 -10 <br />20.5.3- E2 -A1.56 <br />Printed 12 -06 -2010 <br />12/10 <br />Area <br />Capacity <br />Discharge Dewater <br />Elevation <br />Time <br />(ac) <br />(ac -ft) <br />(cfs) <br />(hrs) <br />6,612.11 <br />8.424 <br />0.000 <br />0.000 Top of Sed. Storage <br />6,612.61 <br />8.491 <br />4.229 <br />0.000 <br />6,613.11 <br />8.559 <br />8.491 <br />0.000 <br />6,613.61 <br />8.627 <br />12.788 <br />0.000 <br />6,614.00 <br />8.680 <br />16.164 <br />0.000 <br />Filename: Pond 002_10yr, 24hr.sc4 <br />TRO1 -10 <br />20.5.3- E2 -A1.56 <br />Printed 12 -06 -2010 <br />12/10 <br />