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Explicit Solution for Flow Depth in Open Channels of Trapezoidal Cross-Sectional Area: Classic Problem of Interest
Publisher: American Society of Civil Engineers
Abstract: This study presents an explicit solution for the flow depth in open channels of trapezoidal cross-sectional area. Four depths are encountered in most classical open-channel hydraulics problems, namely normal depth, critical ...
Explicit Solution for the Specific Flow Depths in Partially Filled Pipes
Publisher: American Society of Civil Engineers
Abstract: This paper presents an explicit solution for the specific flow depths in partially filled pipes of circular cross-sectional area. Four depths encounter in most classical free-surface flow problems, namely the normal depth, ...
Density Functions for Entrainment and Deposition Rates of Uniform Sediment
Publisher: American Society of Civil Engineers
Abstract: A model has been developed for the prediction of the density functions of bed-elevation and entrainment and deposition rates of sediment in sand bed streams within the lower regime flow condition. The model incorporates ...
Density Functions for Entrainment and Deposition Rates of Nonuniform Sediment
Publisher: American Society of Civil Engineers
Abstract: A model was developed for the prediction of the density functions of entrainment and deposition rates of nonuniform sediment. The model incorporated both statistical and deterministic parameters in its formulation. The ...
Bedload Model for Nonuniform Sediment
Publisher: American Society of Civil Engineers
Abstract: In this study, a bedload model for nonuniform sediment is developed considering the density function of sediment entrainment with no active layer. The model is formulated based on physical considerations, dimensional ...
Investigating the Role of Clasts on the Movement of Sand in Gravel Bed Rivers
Publisher: American Society of Civil Engineers
Abstract: The bed morphology of mountain rivers is characterized primarily by the presence of distinguishable isolated roughness elements, such boulders or clasts. The objective of this experimental study was to provide a unique ...
Calibration and Verification of a 2D Hydrodynamic Model for Simulating Flow around Emergent Bendway Weir Structures
Publisher: American Society of Civil Engineers
Abstract: The predictive capability of a two-dimensional (2D)-hydrodynamic model, the finite-element surface water modeling system (FESWMS), to describe adequately the flow characteristics around emergent bendway weir structures was ...
Sediment Transport Modeling Review—Current and Future Developments
Publisher: American Society of Civil Engineers