Applied Hydraulics in EngineeringFor students, engineers, geologists, regional planners, and others concerned with watter planning, control, and utilization. |
Contents
Introduction | 7 |
Basic Principles of Hydraulics | 19 |
Hydraulics of Flow in Closed Conduits | 105 |
Copyright | |
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Common terms and phrases
analysis angle approximately aquifer assumed bed load bed slope bend boundary calculations cavitation computed crest critical depth cross-section culvert curve D₁ depth of flow determined developed diameter dimensional analysis discharge downstream elevation energy equation erosion flood flow depth flow profile fluid force formula friction factor Froude number ft/sec function gate given gravity head loss horizontal hydraulic jump Hydraulics Division hydrograph hydrostatic hydrostatic equation hydrostatic force inflow inlet kinematic viscosity length maximum meander method normal open channel outflow outlet parameter particle pipe pressure problems prototype pump radius ratio rectangular regime reservoir Reynolds number river roughness coefficient roughness elements sediment shear shear stress spillway storage stream stress structures supercritical flow surface runoff transition turbine turbulent flow upstream V₁ values valve velocity velocity distribution vertical viscosity wall wave width