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<br />I <br /> <br />I <br /> <br />,~ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1 <br /> <br />,I <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />4 TECHNICAL MANUAL <br /> FLOOD NFORMATION NEAR GAGED SITES ON THE SAME STREAM <br /> Peak discharges at sites near gaging stations on the same stream can be <br />computed by the following equation: <br /> QT(U) = [:~] \T (G) <br />where <br />QT(U)= peak discharge at ungaged site for recurrence interval T. <br />QT(G)= weighted average discharge at gaged site for recurrence interval T, <br />AU = drainage area at ungaged site, <br />AG = drainage area at gaged site. and <br />X = exponent for each flood region as follows: <br /> Flood Region Exponent, X <br /> Plains 0.48 <br /> Mountains .79 t(' <br /> Northern Plateau .50 <br /> Southern Plateau ,/ . 71 <br />The above procedure is appl icable for ungaged sites where the drainage area <br />rat i 0 es between 0.5 and 2.0 <br />