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RISDiscussion: Discharge Coefficient of Rectangular Side Weirs
Publisher: American Society of Civil Engineers
Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow
Publisher: American Society of Civil Engineers
Abstract: To estimate the outflow over a rectangular sharp-crested side weir, the discharge coefficient in the weir equation needs to be known. Although this type of structure has been designed and used extensively by hydraulic ...
Discussion of “Discharge Capacity of Labyrinth Side Weir Located on a Straight Channel” by M. Emin Emiroglu, Nihat Kaya, and Hayrullah Agaccioglu
Publisher: American Society of Civil Engineers
Hydraulic Performance of Asymmetric Labyrinth Side Weirs Located on a Straight Channel
Publisher: American Society of Civil Engineers
Abstract: This paper details a new design for labyrinth side weirs, which has been tested and analyzed. The proposed geometry for this labyrinth side weir differs from a triangular labyrinth side weir, in that it is asymmetric in ...