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HYURAULIC FOEIMI I AS by William L Voonluiii
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abutment arch dams average basin Boulder Dam buttress buttress dam canal cantilever capacity cavitation cent chlorine coefficient computed concrete construction cost crest curve depth determined diameter discharge downstream economic effective efficiency elevation embankment equation factor factor of safety filter flocculation flood flow formula foundation Francis turbine friction gate gravity gravity dam head loss height horizontal hydraulic increase inflow installed joints Leaburg material maximum method needle valves normal operation outlet Pelton wheel penstock pipe plant pressure principal stress pumps radial rainfall ratio reinforced reservoir River rock rock-fill runner runoff sand shear shearing stresses shown in Fig silt slope specific speed spillway steel storage stream structure surface Table tank temperature thickness tunnel turbine unit upstream face usually vary velocity head vertical wall water hammer zeolite