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SEDCAD 4 for V1lindov~rs <br />• // <br />5tructuro ~ 1 Z (14iutl) <br />Y~1~1-6-3 <br />Scructt~rre #1a Pond) <br />Pond 012 <br />Pond Inputs: <br /> <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) Combined <br />Total <br />Discharge <br />(cfs) <br />7,342.98 0.000 0.000 <br />7,343.00 0.000 0.000 <br />7,343.50 0.000 0.000 <br />7,344.00 0.000 0.000 <br />7,344.50 0.000 0.000 <br />7,345.00 0.000 0.000 <br />7,345.50 0.000 0.000 <br />7,346.00 1.278 1.278 <br />7,346.50 47.313 47.313 <br />7,347.00 101.761 101.761 <br />7,347.50 170.230 170.230 <br />7,348.00 256.754 256.754 <br />Initial Pool Elev: 7,257.09 ft <br />Initial Pool: 8.88 ac-ft <br />*Sediment Storage: 12.40 ac-ft <br />Dead Space: 20.00 <br />*Sediment capacity was entered by user <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />7,257.00 50.00 3.00:1 3.00:1 15.00 <br />Pond Results: <br />Peak Elevation: 7,257.45 ft <br />H'graph Detention Time: 0.26 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.50 days <br />Trap Efficiency: 86.78 <br />Dewatering time is ca/culated from peak stage to lowest spillway <br />Fiiename: Pond 012_012A System Design TR37 25Yr24Hr.sc4 <br />TR-37 13-12.1-213 <br />14 <br />Printed 08-07-2008 <br />Revised 08/08 <br />