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Investigating the effects of transient flow in concrete-lined pressure tunnels, and developing a new analytical formula for pressure wave velocity
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1398 - 06
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Scour at bridge piers in uniform and armored beds under steady and unsteady flow conditions using ANN-APSO and ANN-GA algorithms
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10.1080/09715010.2019.1617796
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1398 - 02
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Fragility curves for baffled concrete cylindrical liquid-storage tanks
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1397 - 10
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Evaluation of the Secondary Current Parameter and Depth-Averaged Velocity in Curved Compound Open Channels
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10.1061/(ASCE)HY.1943-7900.0001500
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1397 - 06
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Flow regimes at grid drop-type dissipators caused by changes in tail-water depth
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10.1080/00221686.2017.1395370
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1397 - 05
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Flow-induced horizontal and vertical vibrations of sluice gates
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1397 - 01
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Seismic behavioral fragility curves of concrete cylindrical water tanks for sloshing cracking and wall bending
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1396 - 11
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Scour in the transition from super- to subcritical flow without a hydraulic jump
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10.1080/00221686.2016.1275052
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1396 - 04
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Flow characteristics of grid drop-type dissipators
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1396 - 01
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Swirling flow at vertical shaft spillways with circular piano-key inlets
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1395 - 12
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Numerical modeling of flow field around the labyrinth side-weirs in the presence of guide vanes
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1395 - 12
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Aspects of super to subcritical flow transition without a jump
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1395 - 11
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Turbulent structure in the transition from super- to subcritical flow without a hydraulic jump
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1395 - 10
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Discharge Coefficient of Triangular and Asymmetric Labyrinth Side Weirs Using the Nonlinear PLS Method
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10.1061/%28ASCE%29IR.1943-4774.0001081
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1395 - 08
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Experimental Study on Reflection Coefficient of Curved Perforated Plate
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1395 - 08
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Discussion Triangular labyrinth side weirs with one and two cycles
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1395 - 03
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Water Hammer in a Horizontal Rectangular Conduit Containing Air-Water Two-Phase Slug Flow
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1394 - 10
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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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1394 - 07
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Numerical analysis of rubber dams using fluid structure interactions
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1393 - 06
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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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1393 - 02
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