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Civil Software Design -- SEDC.AD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. A11 rights reserved. <br />• Company Name: ACZ, INC. <br />Filename: D:\TOM\HG\RRLOOP User: TEL <br />Date: 09-04-1996 Time: 13:30:53 <br />H.AYT)EN GULCH LOADOUT: RAILROPD LOOP SAE DEMO <br />Storm: 1.70 inches, 10 year-24 hour, SCS Tvpe II <br />Hydrograph Convolution Inter•ral: 0.1 hr <br />--------------------------------------------- <br />--------------------------------------------- <br />SUHWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />_____________________________________________ <br />-Hydrology- <br />JBS SWS Area <br />(ac) <br />111 1 70.80 <br />Type <br />111 Structure 70.80 <br />Hase- Runoff Peak <br />r_N UHS Tc K X Flow Volume Discharge <br />(hrs) (hrs) (cfs) (ac-ft) (cfs) <br />62 M 0.002 0.000 0.000 0.0 0.<<^0 0.27 <br />Null Label: RAILROAD LOOP <br />0.20 <br />111 Total IN/OUT 70.80 0.20 0.27 <br />• --SUBWATERSHED/STRUCTUP.E-INPUT/OUTPUT_TAELE-- <br />-Sedimentology- <br />SED: Sediment <br />SCp: Peak Sediment Ccncentration <br />SSp: P=_ak Settleable Concentration <br />24VW: ~iolume Weightzd Average Settleablz Concentration - P_ak 2? hours <br />24AA: .=,r ithmetic Average Settl_able Concentraticn - teak 24 hears <br />PS <br />JBS SWS H L S CP Tt ~ SED SCp SSo 24 V!a 24AA <br />(ft) (°s) (hrs) (tons) (mg/1) (m1/1) (ml/1) (m./1) <br />R 111 1 0._'2 90.0 20.0 0.027 0.000 1 0.3 <br />Tvice: Null Label: PAILROAD LOOP <br />111 Structure 0.3 <br />111 Total I.1/OUT 0.3 1319 0.-13 0.38 0.18 <br />~~ <br />