Abstract: The study deals with the discharge coefficient for siphon spillways based on the results of experimental methods and numerical simulations. Siphon spillways are used as the outlet in reservoirs to control the incoming flood ...

Abstract: To predict the characteristics of flows over circular spillways, a turbulence model based on the Reynolds stress model (RSM) is presented. Circular spillways are used to regulate water levels in reservoirs. The flow over ...

Abstract: The curvilinear flow past a circular-crested weir is analyzed with the help of Dressier equations. Specifically, the lower range of the depth over the weir crest is considered in the analysis, ...

Abstract: A theoretical model for division of flow in a short branch channel set at right angles to a main channel is presented for various width ratios of the branch channel to the main channel. The model is developed using the ...

Abstract: For flow through a transverse rectangular slot located in an open channel floor, the slot width and the characteristics of flow in the approach channel are the important parameters that determine the slot discharge. To ...

Abstract: This study deals with the internal hydraulics of a multiport diffuser that ensures uniform momentum distribution along the span of main pipe. Multiport diffuser systems consisting of lateral outlets are generally found ...

Abstract: The circular‐crested weir is used for flow measurement and has wide applications in hydraulic engineering, where it serves as an overflow structure. It can be used to control the water level in farm ponds and reservoirs. ...

Abstract: A theoretical expression for the outflow through a rectangular lateral weir located in a circular open channel is derived using the results of an existing theory of lateral efflux through a two-dimensional conduit outlet. ...