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. <br />i <br />0 0.438 55676.277 r 23.'i0 <br />. 0 0.439 55715.828 • 23.10 <br />23.80 0.440 55755.031 • 23.70 <br />24.00 0.440 55793.879 • 24.10 <br />24.20 0.220 39736.586 • 24.30 <br />24.40 0.043 17735.102 • 24.50 <br />0.439• .700.816 <br />0.439 55734.156 <br />0.440 55770.730 <br />0.410 53883.707 <br />0.085 24810.082 <br />0.015 10610.180 <br />• w • • w r w w r w • • • • w • • • r •.r • • w w • • • • • <br />POND RESULTS <br />• • w • • • • • • • • • • • r • • • w • • • • • r • • r • • <br />i <br />wrr•• CONTROL VARIABLES OPTIONS r••w• <br />i <br /> FLON FRACTN ISDO NRHP NSP NCSTR <br /> 3 0 1 500 9 0 <br />~ wrwwrrwrrrrrrrwrrrwwrrrr•rrwww••rrrr•wr rw•w•wwwrwr••ww•r <br />~ .wwrwrwwrrrrrwwwrrrwrwrrrrrrwwwwrrrwrr~wrwrww•rrrrwrrw•• <br /> CAUTION: THE STAGE OF YOUR PRINCII'~tL SPILLNAY <br /> MAV CAUSE BED SCOUR. SEDIHOT II DO:.S NOT CONSIDER <br /> POSSIBLE BED SCOUR: HENCE, YOUR OII ~iERVED EFFLUENT <br /> MAV NOT MEET THE DESIRED EFFLUENT STANDARD. INCREASE <br /> THE STAGE OF YOUR PRINCIPAL SPI LLHAY. <br /> wwrrr-rrrrrrrwrwrwwrrrrrrrwrrrrrrrrrrrwrrrrrwwwrrrwwwww•r <br /> wrwrwrwwrrwrrwww•rrrrrrrrrrww•wrwrrrrrrrwrrrwwrrrrrrrww•• <br />i <br />w•rwr BASIN GEOMETRY r•w"• <br />i <br /> STAGE AREA AVERAGE DEP111 DISCHARGE CAPACITY <br /> (FT) (ACRES) (FT) (CFS) (ACRES-FT) <br /> 0.00 0.068 0.00 0.00 0.00 <br /> 2.OU 0.104 1.79 0.00 0.17 <br /> 4.00 0.143 3.46 0.00 0.42 <br />i 6.00 O.1B6 5.00 0.04 0.75 <br />~ 8.00 0.253 6.36 0.05 1.19 <br /> 10.00 0.359 7.45 0.06 ~ 1.80 <br /> 11.00 0.434 7.92 0.07 2.20 <br /> 12.00 0.485 8.37 0.07 2.65 <br /> 13.00 0.577 8.80 0.08 3.19 <br />rwrrr STORM EVI NT SUI~ IARY w•rwr <br />TURBULENCE I~ACTOR = 1.00 <br />J <br />