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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. Company Name: GREYSTONE DEVELOPMENT CONSULTANTS • Filename: C:\SEDCAD3\WELK\SAETPDS User: bgw Date: 07-27-1994 Time: 10:53:12 Water Tank SAE, downslope from the tank and pad Storm: 1.90 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE --------------------------------------------- --------------------------------------------- -Hydrology- Base- Runoff Peak JBS SWS Area CN UHS Tc K X Flow Volume Discharge - ------------- (ac) ---------- ---- (hrs) ---------- (hrs) ------ ------ (cfs) ------- (ac-f t) -------- (cfs) -------- --- 111 1 0.07 98 F 0.002 -- 0.002 0.227 0.0 0.01 0.10 111 2 0.10* 91 F 0.002 0.000 0.000 0.0 0.01 0.11 Type: Null Label: downslope runoff 111 Structure 0.17 0.02 ------------------- 111 Total IN/OUT 0.17 0.02 0.20 • --SUBWATERSHED/STRUCTURE-INPUT/OUTPUT-TABLE -Sedimentology- SED: Sediment SCp: Peak Sediment Concentration SSp: Peak Settleable Concentration 24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours 24AA: Arithmetic Average Settleable Concentration - Peak 24 hours PS JBS SWS K L S CP Tt # SED SCp SSp 24VW 24AA ---- ---------- (ft) (~) ------------------ --- ------ --- (hrs) ------- -- (tons) --------- (mg/1) (ml/1) (ml/1) (ml/1) ---------------------------- - - ---- ----- ---- ---- R 111 ---------- 1 0.37 -- -- - - 44.0 5.0 0.000 -- --- 0.002 --------- 1 0.0 ----- - --- -- -- R 111 2 0.37 12.0 0.5 0.050 0.000 1 0.0 Type: Null Label: downslope runoff 111 structure 0.0 ---------------- 111 Total IN/OUT --------------------------------- 0.0 148 0.07 0.06 0.00 •