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analysis angle approximately Arch Dams assumed bed load bed slope bend boundary breakwater canal cavitation computed constant crest critical depth cross-section culvert curve depth of flow determined developed diameter dimensional analysis discharge downstream effect elevation energy equal equation erosion flood flow depth flow profile fluid form drag formula friction factor Froude number function gate geometry given gravity head loss horizontal hydraulic engineering hydraulic jump hydrostatic hydrostatic force increase inflow inlet length maximum McGraw-Hill Book meander method normal open channel outflow outlet parameter particle pipe pressure problems pump radius ratio rectangular reservoir Reynolds number river roughness coefficient roughness elements sediment seepage shear stress shown in Fig spillway steep storage stream structures supercritical flow suspended load Trans transition turbine turbulent flow uniform upstream valve velocity velocity distribution vertical wall wave weir width