| contributor author | James C. Y. Guo | |
| contributor author | Ben Urbonas | |
| date accessioned | 2017-05-08T21:07:46Z | |
| date available | 2017-05-08T21:07:46Z | |
| date copyright | May 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-9496%282002%29128%3A3%28208%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/39758 | |
| description abstract | A storm-water quality control system consists of trickle channels and water quality control basins (WQCB). To be economical, a WQCB is often designed to capture rainfall events smaller than extreme events. In current practice, the design rainfall statistics and runoff capture rates for sizing a WQCB have to be derived from the local long-term continuous rainfall record. Such a rainfall-runoff simulation process is lengthy and time-consuming. In this study, the analyses of 30- to 40-year continuous rainfall data recorded from seven metropolitan areas in the United States indicate that the frequency distribution of rainfall event-depths can be described by an exponential decay function. Applying the exponential distribution to a complete rainfall data series, the normalized | |
| publisher | American Society of Civil Engineers | |
| title | Runoff Capture and Delivery Curves for Storm-Water Quality Control Designs | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 3 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(2002)128:3(208) | |
| tree | Journal of Water Resources Planning and Management:;2002:;Volume ( 128 ):;issue: 003 | |
| contenttype | Fulltext | |