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<br />q <br />R <br />Re <br /> <br />r <br /> <br />S <br />Sf <br />So <br />Sw <br />T <br />TW <br />t <br />V <br />V <br /> <br />v <br /> <br />e <br /> <br />Discharge per unit width <br />Hydraulic radius <br />Reynolds number <br />Radius; cylindrical coordinate <br />Slope <br />Slope of energy grade line <br />Slope of the bed <br />Slope of the water surface <br />TOp width of water surface <br />Tailwater Depth <br />Time variable; thickness dimension <br />Mean velocity <br />Volume <br />Velocity at a point <br /> <br />;; <br /> <br />e <br /> <br />W Transverse dimension; width <br /> <br />w <br /> <br />y <br /> <br />Ye <br />Ym <br />Yn <br />Yc <br />z <br />Z <br /> <br />Weight <br />Depth of flow <br />Equivalent depth = (A/2)1/2 <br />Hydraulic depth: area/top width (A/T) <br />Normal depth of flow <br />Critical depth of flow <br />Side slope; stream bed elevation <br />Water surface elevation <br /> <br />" <br /> <br />e <br /> <br />vi <br />