| contributor author | Stuart S. Schwartz | |
| date accessioned | 2017-05-08T21:48:36Z | |
| date available | 2017-05-08T21:48:36Z | |
| date copyright | June 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29he%2E1943-5584%2E0000158.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63006 | |
| description abstract | The effective use of pervious concrete in environmental site design requires consistent design procedures integrating the structural and material properties of the pervious concrete pavement with hydrologic performance of the pervious concrete system. Design procedures to size pervious concrete storm-water systems are presented based on criteria for freeze-thaw protection and drawdown reliability. Hydrologic performance criteria are quantified by an effective curve number, estimated from simulated routing of design storm hydrographs using standard storm-water computations. Combining | |
| publisher | American Society of Civil Engineers | |
| title | Effective Curve Number and Hydrologic Design of Pervious Concrete Storm-Water Systems | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 6 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)HE.1943-5584.0000140 | |
| tree | Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 006 | |
| contenttype | Fulltext | |
