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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights Filename: C: K\NUC1 User: Greg Lewicki Date: 09-21-1993 Time: 00:48:56 Storm: 1.60 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr --------------------------------------------- --------------------------------------------- SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE --------------------------------------------- --------------------------------------------- -Hydrology- Base- JBS SWS Area CN UHS Tc K X Flow _ (ac) ____(hrs)__(hrs)__ (cfs,)_ ------------------------------------------------------------- 111 1 2.00 77 M 0.065 0.000 0.000 0.0 __ _ Type`Null Label; Reference_ Area_Part_ _ tti Structure 2.00 Runoff Peak Volume Discharge ------------ 0.04 0.52 0.04 111 Total IN/OUT 2.00 _ _ 0.04 0.52 -------------------------------_-------------- _ --------------------------------------------- SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE --------------------------------------------- --------------------------------------------- -Sedimentology- SED: Sediment SC 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 q SED (ft) (~) (hrs) (tons) ------------------------------------------------ ------------------------------------------------ R 111 1 0.37 295.0 3.2 0.195 0.000 1 0.4 Type: Null Label: Reference A 111 Structure 0.4 ------------------------------------------------ 111 Total IN/OUT 0.4 ------------------------------------------------ ------------------------------------------------ SCp SSp 24VW 24AA_ (mg/1) (ml/1) (ml%1) (ml/1) ----------------------------- ----------------------------- 'ea Part ----------------------------- 17846 11.00 4.68 1.40 ----------------------------- -----------------------------