Abstract: Scour downstream of a vertical gate develops slowly. Therefore, for a river in which peak flows are of short duration, the time history of scour development is of major importance. The channel scours created by the flow ...

Abstract: Curb-opening inlets have been used extensively in urban and highway drainage systems. Until quite recently, the numerical solution of equations for determining the water-surface profile and curb-opening inlet discharge was ...

Abstract: In this study, numerical investigations of flow over side weirs in triangular channels are reported. Numerical models are obtained from energy principles and solved by a finite difference method. The resutls are presented ...

Abstract: Numerical investigations of flow over side weirs in U-shaped channel are reported. Numerical models are obtained from energy principles and solved by a finite-difference method. The results are presented in graphical form. ...

Abstract: Theoretical and experimental investigations of the flow over sharpedged side weirs in circular channels are reported. A theoretical model can be obtained from energy principles, and it is solved by a finite difference ...

Abstract: Numerical investigations of flow over side weirs in rectangular and circular channels are reported. Numerical models are obtained from energy principles and solved by a finite difference method. The results are presented ...

Abstract: Scour at a downstream vertical gate of a dam is investigated using a fuzzy logic inference system. The application is presented for experimental data sets. A comparison is made between a regression formulation (RM) and a ...