Chapter
Apr 26, 2012
A New Flow Calculation Algorithm for Weir Box Culverts
Authors: Emile Damisse [email protected], Jie Zeng [email protected], Zhiming Chen [email protected], and Matahel Ansar [email protected]Author Affiliations
Publication: World Environmental and Water Resources Congress 2007: Restoring Our Natural Habitat
Abstract
In this paper, a new algorithm is presented for flow rating of weir box culverts. Weir box culverts are compound culverts, which consist of a weir box in the front, and a traditional culvert in the back. This configuration makes it quite difficult to obtain accurate flow rating with traditional culvert flow equations. In the new algorithm, flow through weir and culvert is first calculated separately, then iteration method is used to systematically adjust water elevation inside the weir-box and recalculate the flow. This loop keeps on going until the discharge continuity is satisfied with certain convergence criteria. This algorithm has been validated at various weir box culverts. The results show reasonable agreement with field flow measurements.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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South Florida Water Management District, P.O.Box 24680, 3301 Gun Club Road, West Palm Beach, Florida 33406.E-mail: [email protected]
South Florida Water Management District, P.O.Box 24680, 3301 Gun Club Road, West Palm Beach, Florida 33406.E-mail: [email protected]
South Florida Water Management District, P.O.Box 24680, 3301 Gun Club Road, West Palm Beach, Florida 33406.E-mail: [email protected]
South Florida Water Management District, P.O.Box 24680, 3301 Gun Club Road, West Palm Beach, Honda 33406.E-mail: [email protected]
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