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actual angle applied approach becomes causes channel closed coefficient computed conduit constant contraction corresponding crest cross-section cubic feet curve depth determined diameter direction discharge discussion distance dynamic effective efficiency energy Engineering entrance equal equation example experiments expressed fall feet per second flow foot force formula friction gage given gives greater head h height hence horizontal hydraulic impulse inches increases length less loss of head lost mean mean velocity measured meters method minute motion moving nozzle observed obtained occurs orifice passes percent pipe placed plane pounds practice pressure pressure-head Prob probably pump quantity radius regarded reservoir resistance seen shown shows side slope square stream surface Table taken taking theoretic tube turbine unit usually valve vanes varies vertical vessel weir wheel
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