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RISApplication of a Neuro-Fuzzy GMDH Model for Predicting the Velocity at Limit of Deposition in Storm Sewers
Publisher: American Society of Civil Engineers
Experimental Investigation of One-Cycle Triangular Labyrinth Weirs with an Upstream Pool
Publisher: ASCE
Abstract: The hydraulic performance of triangular labyrinth weirs with an upstream pool was experimentally studied in both free and submerged flow conditions. The discharge coefficients based on channel width B and the weir length ...
New Approach to Estimate Velocity at Limit of Deposition in Storm Sewers Using Vector Machine Coupled with Firefly Algorithm
Publisher: American Society of Civil Engineers
Combination of Computational Fluid Dynamics, Adaptive Neuro-Fuzzy Inference System, and Genetic Algorithm for Predicting Discharge Coefficient of Rectangular Side Orifices
Publisher: American Society of Civil Engineers
Abstract: Side orifices are used to divide and adjust flow into aeration ponds, sedimentation reservoirs, flocculation units, and other hydraulic and environmental areas. In this study, the discharge coefficients of side orifices ...
Effect of Inflow Froude Number on Flow Pattern in Channel-Expansive Transitions
Publisher: American Society of Civil Engineers
Abstract: Channel expansions are common in both natural and artificial open channels. With increasing cross-sectional dimensions in an expansion, flow decelerates. Because of the complexity of flow patterns, physical models alone ...
Effect of Inflow Froude Number on Flow Pattern in Channel-Expansive Transitions
Publisher: American Society of Civil Engineers
Abstract: Channel expansions are common in both natural and artificial open channels. With increasing cross-sectional dimensions in an expansion, flow decelerates. Because of the complexity of flow patterns, physical models alone ...
Velocity Distribution in Open Channel Flows: Analytical Approach for the Outer Region
Publisher: American Society of Civil Engineers
Abstract: This paper presents an integration procedure for the Reynolds-averaged Navier-Stokes equations for the determination of the distribution of the streamwise velocity using the vertical component. This procedure is dedicated ...
Modeling Performance of Sediment Control Wet Ponds at Two Construction Sites in Ontario, Canada
Publisher: American Society of Civil Engineers
Abstract: One of the most uncertain hydraulic designs in urban stormwater management concerns sediment control wet ponds as the event mean total suspended sediment concentration that is discharged into a receiving watercourse depends ...