The Elements of Practical Hydraulics: For the Use of Students in Engineering ...

actual discharge adjutages angle of convergence border bottom width breadth Calculate canal Castel centre channel charge coefficient column consequently constant contraction crest Crown 8vo cubic feet curve determine diameter diminished divided edge embankment equal estuary experiments fall feet per second flow of water fluid vein formula given gives greater H₁ head height hence high-water horizontal hydraulic mean depth inches inclination increased length less Lough low-water mean velocity mean width mètres Michelotti mile multiplied neap tides nearly opening orifice overfall parabola pipe Post 8vo pressure proportion ratio rectangle reservoir resistance Ring's Nook rise river side slopes sill sluice soffit specific gravity spring tides square root stream supply suppose surface TABLE showing thin plate tion transverse area transverse section trapezium tube upper vertical vessel vols volume of water water flowing weir Woodcuts