Discharge Characteristics of Rectangular Profiled Weirsby Mathini Streetharan, Dewberry & Davis, United States,
Document Type: Proceeding Paper
Part of: Hydraulic Engineering
Abstract: This paper contains the results of a detailed experimental program carried out to define the discharge characteristics of rectangular profiled weirs. The flow region where the discharge coefficient is constant is derived and a 2nd degree polynomial of h/P and h/L is proposed for deriving the discharge coefficient in other flow regions. In addition the profiles under various flow conditions are also studied.
Subject Headings: Weirs | Water discharge measurement | Flow measurement | Flow profiles | Volume measurement | Polynomials | Water flow
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