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Water Hammer in a Horizontal Rectangular Conduit Containing Air-Water Two-Phase Slug Flow
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Experimental parametric study and design of Piano Key Weirs By O. MACHIELS M. PIROTTON A. PIERRE B. DEWALS and S. ERPICUM J. Hydraulic Res. 52(3) 2014 326 335
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Numerical analysis of rubber dams using fluid structure interactions
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Discharge Coefficient of Circular-Crested Weirs Based on a Combination of Flow around a Cylinder and Circulation
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Discharge coefficient of subsurface weirs
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Discharge coefficient of rectangular sharp-crested side weirs Part II Dominguez s method
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Discharge coefficient of rectangular sharp-crested side weirs Part I Traditional weir equation
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Experimental-analytical investigation of super- to subcritical flow transition without a hydraulic jump
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Discharge coefficient of a rectangular labyrinth weir
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Optimal Reservoir Operation Based on Conjunctive Use of Surface Water and Groundwater Using Neuro-Fuzzy Systems
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Effects of anti-vortex plates on air entrainment by free vortex
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Boundary Shear Stress in Smooth Trapezoidal Open Channel Flows
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Natural Frequencies of Seiche in a Closed Trapezoidal Basin with Internal Barriers
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Analytical Solution for the Free Over-Fall Weir Flow Using Conformal Mapping and Potential Flow Theory
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Closure to Discharge coefficient for free and submerged flow over piano key weirs
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Influence of unsteady flow hydrograph shape on local scouring around bridge pier
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