Abstract: The mean flow characteristics immediately downstream of solid and porous fences submerged in turbulent boundary layers have been studied using two‐dimensional fences of different porosities. The flow downstream of the fence ...

Abstract: Using a variable parameter Muskingum method, a procedure for discharge hydrograph routing in prismatic channels considering downstream effects is presented. The method involves a two step process: (1) a given routing reach ...

Abstract: An approach for developing a simplified variable-parameter stage-hydrograph routing method from the Saint Venant equations is proposed for routing floods in any shape of prismatic channel and flow following a generalized ...

Abstract: The variable-parameter simplified stage-hydrograph routing method developed in Part I of this series is studied to determine its limitations, the criterion for its applicability, and its accuracy based on the assumptions ...

Abstract: This paper describes the development of simplified momentum equations, in stage as well as in discharge formulations, governing the transition between the diffusion and the kinematic waves (including the latter). It also ...

Abstract: Experiments involving measurements of the bed load transport rates of different fractions in a mixture are reported. A conceptual model for the effect of a particular size of sediment on the transport rates of other sizes ...

Abstract: Careful experiments were conducted on alluvial beds of four sediment mixtures having different arithmetic mean diameters and standard deviations. The suspended load transport rates of individual fractions were measured and ...

Abstract: Experiments were conducted on alluvial beds of four sediment mixtures having different arithmetic mean diameters and standard deviations. The bed load transport rates of individual fractions were measured. Einstein's method, ...

Abstract: The results of an experimental study on scour under submerged circular vertical jets of water in cohesionless and cohesive sediments are presented. The difference between scour patterns in cohesionless and cohesive sediments ...