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w � <br /> .08 .08 .09 .08 .08 .08 .08 .08 .08 .08 <br /> .08 .08 .09 .08 .09 .08 .08 .08 .08 <br /> 12 IS SCS LOSS RATE <br /> STRTL .70 INITIAL ABSTRACTION <br /> CRVNBR 74.00 CURVE NUMBER <br /> RTIMP .00 PERCENT IMPERVIOUS AREA <br /> 13 UD SCS DIMENSIONLESS UNITORAPH <br /> TLAO .04 LAO <br /> WARNING•••TIME INTERVAL IS GREATER THAN.29'LAO <br /> UNIT HYDROGRAPH <br /> 14 END-OF-PERIOD ORDINATES <br /> 3. 11. 14. 11. 6. 4. 2. 1. 1. 0. <br /> 0. 0. 0. 0. <br /> HYDROGRAPH AT STATION INFLOW <br /> TOTAL RAINFALL= 2.90,TOTAL LOSS= 2.05,TOTAL EXCESS= .85 <br /> PEAK FLOW TIME MAXIMUM AVERAGE FLOW <br /> 6-HR 24-HR 72-HR 4.98-HR <br /> + (CPS) (HR) <br /> (CPS) <br /> + 1. 4.98 0. 0. 0. 0. <br /> (INCHES) .808 .808 .808 .808 <br /> (AC-FT) 0. 0. 0. 0. <br /> CUMULATIVE AREA = .00 SQ MI <br /> 14 KK • POND ' EAST POND ROUTING <br /> 15 KO OUTPUT CONTROL VARIABLES <br /> IPRNT 3 PRINT CONTROL <br /> IPLOT 0 PLOT CONTROL <br /> QSCAL 0. HYDROGRAPH PLOT SCALE <br /> HYDROGRAPH ROUTING DATA <br /> 16 RS STORAGE ROUTING <br /> NSTPS 1 NUMBER OF SUBREACHES <br /> ITYP STOR TYPE OF INITIAL CONDITION <br /> RSVRIC .06 INITIAL CONDITION <br /> X .00 WORKING R AND D COEFFICIENT <br /> 17 SV STORAGE .0 .1 .1 .1 <br /> 18 SE ELEVATION 100.00 104.00 104.30 105.30 <br /> 20 SL LOW-LEVEL OUTLET <br /> ELEVL 100.00 ELEVATION AT CENTER OF OUTLET <br /> CAREA .01 CROSS-SECTIONAL AREA <br /> COQL .70 COEFFICIENT <br /> EXPL .50 EXPONENT OF HEAD <br />