Hydraulics of Rivers, Weirs and Sluices: The Derivation of New and More Accurate Formulas for Discharge Through Rivers and Canals Obstructed by Weirs, Sluices, Etc., According to the Principles of Gustav Ritter Von Wex |
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Hydraulics of Rivers, Weirs and Sluices: The Derivation of New and More ... David A. Molitor No preview available - 2015 |
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applied area of flow assumed backwater height becomes canal channel Chemistry complete overfall weirs computed contraction cos² counterpressure curve Cyanide Process deflected depth Descriptive Geometry discharge area discharge section Electrolysis empiric coefficient Engineering equations exerts experiments filament flow of approach flume inlet formulæ found from Eq g 2 g g nV2 Gatun Lake H₁ H₂ height H Hence hydraulic pressure hydrodynamic pressure hydrostatic pressure lower pool Manual mean velocity morocco nV2 2 g portion pressure area Q₁ Q₂ Qualitative Chemical Analysis quantity of flow rectangular prism represented resulting river Ruehlmann S₁ S₂ sharp crested weirs sin² slope sluice gate Small 8vo Strength of Materials submerged discharge submerged weir surface T₁ Table Text-book Treatise triangle triangular prism upper v2Bk values velocity of approach vis viva water flowing weir crest weir section Weisbach's width wing walls شرح
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