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 WexJ. Wiley & sons, 1908 - 135 pagina's |
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Hydraulics of Rivers, Weirs and Sluices: The Derivation of New and More ... David Albert Molitor Volledige weergave - 1908 |
Hydraulics of Rivers, Weirs and Sluices: The Derivation of New and More ... David Albert Molitor Volledige weergave - 1908 |
Hydraulics of Rivers, Weirs and Sluices: The Derivation of New and More ... David A. Molitor Geen voorbeeld beschikbaar - 2015 |
Veelvoorkomende woorden en zinsdelen
Analysis Analytical Mechanics apply backwater height canal channel Chemistry computed cos² curve Cyanide Process deflected depth derivation Descriptive Geometry dimensions in feet discharge area discharge section Electrolysis Elements equations experiments filament flow of approach flume inlet formula found from Eq Gatun Lake Geometry given H₁ H₂ Handbook height H Hence hydraulic pressure hydrodynamic pressure hydrostatic pressure Johnson's W. W. Kinematics Large 12mo Lesbros locks lower pool Manual Materials of Engineering mean velocity Mechanical Drawing morocco nV2 2 g pressure area prism problem Projective Geometry Q₁ Q₂ Qualitative Chemical Analysis quantity of discharge quantity of flow represented resulting river Ruehlmann S₁ S₂ sharp crested weirs sin² slope sluice gate standard sharp crested Strength of Materials submerged discharge surface T₁ Table Text-book Treatise triangular prism values velocity of approach weir crest Weisbach's width wing walls World's Columbian Exposition μ₁ شرح
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