Calculations in Hydraulic Engineering: A Practical Text-book for the Use of Students, Draughtsmen, and Engineers, with Numerous Illustrations and Examples, Teil 2Longmans, Green, 1902 |
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Häufige Begriffe und Wortgruppen
acceleration aqueduct ashlar masonry Bazin calculated circular coefficient of discharge conduit cone conoidal inlet constant contracted cross-section cubic feet culvert curve cylindrical D'Arcy depend determined diagram diameter discharge Q engineer example experimental experiments expression fall H feet per second flow frictional loss frictional resistance greater h₂ head h height hydraulic depth hydraulic gradient hydraulic mean hydraulic radius inches inclination increases kinetic energy length logarithm loss of head material measured Michelotti nearly neat cement observed obtained old formula open channel orifice Osborne Reynolds outlet pebbles piezometer proportional to V2 quantity ratio Rectangle represent reservoir roughness rubble s₁ sectional area semicircular channel series of gaugings slope smooth brick smoothest straight line straight line diagram stream surface syphon Table Timber channel total fall tube uniform varying velocity Venturi Venturi meter vertical Vlog water-main Weisbach wetted perimeter دو
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Seite 118 - Medium 2 inches 4 inches 1 foot 2 feet 3 feet 4 feet 5 feet 6 feet 7 feet 8 feet 9 feet...
Seite 125 - Another way of stating the same fact is to say that the...
Seite 185 - A pair of sluice-gates with square orifices 3 ft. by 3 ft. deliver a submerged flow into a lock chamber whose length from gate to gate is 300 ft. with an average width of 40 ft. What time will it take to fill the chamber if the lift is 16 ft? Coefficient of discharge = 0-65. (ICE, Oct., 1910.) 17 min./0-6 sec.
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