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<br />24 <br /> <br />TECHNICAL MANUAL <br /> <br />Obtain the weighted discharges at the gage: <br /> <br />QIO = 5,070 ft3/s <br />Qso =13,100 ft3/s <br />QIOo=18,400 ft3/s <br />Qsoo=36,000 ft3/s <br /> <br />Compute discharges at ungaged site: <br /> <br />QIO =(132f169)O,48( 5,070 ft3/s)=o,89( 5,070)= 4,510 ft3/s <br />Qso =(132f169)0.48(13,100 ft3/s)=o,89(13,100)=11,700 ft3/s <br />QIOO=(132f169)0.48(18,400 ft3/s)=o.89(18,400)=16,400 ft3fs <br />Qsoo=(132f169)0.48(36,000 ft3/s)=0.89(36,000)=32,000 ft3/s <br />