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contributor authorA. Osman Akan
date accessioned2017-05-08T20:47:17Z
date available2017-05-08T20:47:17Z
date copyrightJuly 1990
date issued1990
identifier other%28asce%290733-9437%281990%29116%3A4%28527%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27167
description abstractA desktop method is presented to analyze or size detention ponds and outlet facilities. Different initial conditions are allowed. When used for design purposes, the method determines the size of the outlet facility for a given pond. However, if the pond is inadequate to meet the design criteria set, the method determines the required stage‐storage relationship. The method is based on the usual reservoir‐routing technique that couples the hydrologic‐storage equation with an expression describing the flow through the outlet structure. The equations are rearranged in terms of several dimensionless parameters. A computer model is used to solve the governing equation using a finite difference scheme. The numerical results obtained in terms of systematically chosen combinations of the governing dimensionless parameters are generalized based on the concept of similarity. The generalized results are presented in chart form. Sample applications of these charts are illustrated.
publisherAmerican Society of Civil Engineers
titleSingle‐Outlet Detention‐Pond Analysis and Design
typeJournal Paper
journal volume116
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1990)116:4(527)
treeJournal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 004
contenttypeFulltext


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