| contributor author | Dale D. Meredith | |
| contributor author | Andrew C. Middleton | |
| contributor author | John R. Smith | |
| date accessioned | 2017-05-08T21:06:39Z | |
| date available | 2017-05-08T21:06:39Z | |
| date copyright | July 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9496%281990%29116%3A4%28586%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/39047 | |
| description abstract | A procedure is presented for design of detention basins for industrial sites. The procedure involves simulating the operation of the detention basin for the entire period of rainfall record in order to determine the storm runoff storage requirements as a function of recurrence interval, the treatment duration relationship, and the storage volume duration relationship for different maximum rates of treatment of outflow. These results can then be used to consider the trade-offs between storage volume, treatment rate, storage duration, treatment duration, and frequency of the design event being equalled or exceeded. | |
| publisher | American Society of Civil Engineers | |
| title | Design of Detention Basins for Industrial Sites | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 4 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(1990)116:4(586) | |
| tree | Journal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 004 | |
| contenttype | Fulltext | |
