Hydraulic Manual Consisting of Working Tables and Explanatory Text Intended as a Guide in Hydraulic Calculations and Field Operations
Crosby, Lockwood and Company, 1883 - 491 من الصفحات
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adopted amount applied approximate ashlar banks base line bends bottom breadth calculated canal catchment area chamber correct corresponding crevasse cross-section cubic feet cubic foot culverts curve cylinder d'Arcy and Bazin deduced depth of water determined diameter dimensions distance drainage drains effect engineer equation experiments extreme fall feet per second field-drains float flood flume foot formula gauging given head of pressure height hence hydraulic radius hydraulic slope inches inclination irrigation length lower mansun masonry maximum velocity mean velocity measured method metres mid-depth miles Mississippi mode module necessary obtained open channels ordinary orifice outlet overfall parabola pipes practical principle quantity rainfall ratio rectangular reduced reservoir sectional area side sill silt sluice soil square square miles stoneware stream supply surface velocity tion transverse tube upper values vary velocity curves velocity observations velocity of discharge water surface weir width
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