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