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.32 .32 .32 .32 .32 .32 .32 .32 .32 .32 <br /> .32 .32 .32 .32 .32 .32 .32 .32 .32 <br /> 12 LS 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 UNITGRAPH <br /> TLAO .12 LAG <br /> rrr <br /> UNIT HYDROGRAPH <br /> 20 END-OF-PERIOD ORDINATES <br /> 19. 61. 115. 134. 123. 96. 61. 41. 28. 19. <br /> 13. 8. 6. 4. 3. 2. 1. 1. 0. 0. <br /> rrr rrr rrr pr rrr <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 9.97-HR <br /> + (CFS) (HR) <br /> (CFS) <br /> + 8. 9.97 3. 2. 2. 2. <br /> (INCHES) .795 .795 .795 .795 <br /> (AC-FI) 2. 2. 2. 2. <br /> CUMULATIVE AREA = .04 SQ MI <br /> rrr rrr rrr rrr rtr rrr rrr rrr rrr rrr rrr rrr rrr rp rr►rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr♦rr rrr rrr rrr rrr♦r♦rrr rrr <br /> rrrrrrrrrrrrr♦ <br /> 14 KK • • POND • WEST POND ROUTING <br /> rrrrrrrrrrrrrr <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 I NUMBER OF SUBREACHES <br /> ITYP STOR TYPE OF INITIAL CONDITION <br /> RSVRIC 1.08 INITIAL CONDITION <br /> X .00 WORKING R AND D COEFFICIENT <br /> 17 SV STORAGE .0 1.1 1.1 1.3 <br /> 18 SE ELEVATION 100.00 106.50 106.80 107.80 <br /> 20 SL LOW-LEVEL OUTLET <br /> ELEVL 100.00 ELEVATION AT CENTER OF OUTLET <br /> CAREA .05 CROSS-SECTIONAL AREA <br /> COQL .70 COEFFICIENT <br /> EXPL .50 EXPONENT OF HEAD <br /> 19 SS SPILLWAY <br />