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Effect of Emergent Rigid Vegetation on Flow Properties in an Open Channel
Double-Averaged Turbulence Characteristics over Hemi-spherical Rough Bed
Quantification of Wake Vortices around Tandem Piers on Rigid Bed Channel
Evaluation of Selected Bed Load Transport Equation for Different Representative Sediment Sizes in Mountain Rivers
The Experimental Analysis of Incipient Motion Condition of Nonuniform Sediment
Local Scour Near Sluice Gate in Clay-Sand Mixtures
Bridge Pier Scour Depth Prediction Model - A Review
Analysis of Scour Depth around a Bridge Pier using HEC-RAS Modeling tool - A Case Study
Numerical Investigation of Secondary Flow Structures in a Gravel Bed Asymmetric Compound Channel
Numerical Solution of Two-Dimensional Shallow Water Flow with Finite Difference Scheme.
Double-Averaged Turbulence Characteristics over Hemi-spherical Rough Bed
Quantification of Wake Vortices around Tandem Piers on Rigid Bed Channel
Evaluation of Selected Bed Load Transport Equation for Different Representative Sediment Sizes in Mountain Rivers
The Experimental Analysis of Incipient Motion Condition of Nonuniform Sediment
Local Scour Near Sluice Gate in Clay-Sand Mixtures
Bridge Pier Scour Depth Prediction Model - A Review
Analysis of Scour Depth around a Bridge Pier using HEC-RAS Modeling tool - A Case Study
Numerical Investigation of Secondary Flow Structures in a Gravel Bed Asymmetric Compound Channel
Numerical Solution of Two-Dimensional Shallow Water Flow with Finite Difference Scheme.