Single‐Outlet Detention‐Pond Analysis and DesignSource: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 004Author:A. Osman Akan
DOI: 10.1061/(ASCE)0733-9437(1990)116:4(527)Publisher: American Society of Civil Engineers
Abstract: A 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.
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| contributor author | A. Osman Akan | |
| date accessioned | 2017-05-08T20:47:17Z | |
| date available | 2017-05-08T20:47:17Z | |
| date copyright | July 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9437%281990%29116%3A4%28527%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27167 | |
| description abstract | A 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. | |
| publisher | American Society of Civil Engineers | |
| title | Single‐Outlet Detention‐Pond Analysis and Design | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 4 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1990)116:4(527) | |
| tree | Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 004 | |
| contenttype | Fulltext |