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Basic Principles of Hydraulics
Hydraulics of Flow in Closed Conduits
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analysis angle approximately aquifer assumed bed load bed slope bend boundary calculations cavitation computed constant crest critical depth cross-section culvert curve depth of flow determined developed diameter dimensional analysis downstream effect elevation energy engineering equation erosion flood flow depth flow profile fluid force form drag formula friction factor Froude number ft/sec function gate given gravity head loss height horizontal hydraulic jump hydrograph hydrostatic hydrostatic force inflow inlet kinematic kinematic viscosity length maximum meander method normal open channel outflow outlet particle pipe pressure problems prototype pump radius ratio rectangular regime reservoir resulting Reynolds number river roughness coefficient roughness elements sediment shear shear stress spillway storage stream stress structures supercritical supercritical flow surface runoff suspended load transition turbine upstream values valve velocity velocity distribution vertical viscosity wall wave width