| contributor author | Robert N. Eli | |
| contributor author | Donald D. Gray | |
| date accessioned | 2017-05-08T20:45:57Z | |
| date available | 2017-05-08T20:45:57Z | |
| date copyright | November 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9429%282008%29134%3A11%281651%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26412 | |
| description abstract | Highway drainage channels often approach slopes of 0.5 (50%). Single layer riprap-lined channels at this slope have been constructed for highway drainage and appear to perform satisfactorily, but no quantitative information is available to guide their hydraulic design. A | |
| publisher | American Society of Civil Engineers | |
| title | Hydraulic Performance of a Steep Single Layer Riprap Drainage Channel | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2008)134:11(1651) | |
| tree | Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011 | |
| contenttype | Fulltext | |
