| contributor author | Chad M. Cristina | |
| contributor author | John J. Sansalone | |
| date accessioned | 2017-05-08T21:40:33Z | |
| date available | 2017-05-08T21:40:33Z | |
| date copyright | July 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9372%282003%29129%3A7%28629%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/59164 | |
| description abstract | Rainfall-runoff quantity and quality relationships are impacted by both the built environment in particular “impervious” paved surfaces and anthropogenic activities such as traffic. Through the capture, analysis, and modeling of eleven discrete rainfall-runoff events, the impacts of the paved urban surface and traffic were examined with respect to the temporal delivery of storm water runoff quantity. A kinematic wave model accurately captured the significant aspects of typical urban runoff events such as time to peak, total volume of flow and peak discharge from a 300-m | |
| publisher | American Society of Civil Engineers | |
| title | Kinematic Wave Model of Urban Pavement Rainfall-Runoff Subject to Traffic Loadings | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 7 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(2003)129:7(629) | |
| tree | Journal of Environmental Engineering:;2003:;Volume ( 129 ):;issue: 007 | |
| contenttype | Fulltext | |
