| contributor author | Steven R. Abt | |
| contributor author | James F. Ruff | |
| contributor author | Frederick K. Doehring | |
| date accessioned | 2017-05-08T20:39:09Z | |
| date available | 2017-05-08T20:39:09Z | |
| date copyright | October 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9429%281985%29111%3A10%281363%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22429 | |
| description abstract | A circular shaped culvert was tested with 0, 2, 5, 7, and 10% slopes. The scour hole characteristics of depth, width, length and volume after 316 minutes of testing were correlated to the discharge intensity for each slope. The results indicated that a sloped culvert can potentially increase the maximum dimensions of scour by 10 to 40 percent over those for a horizontal culvert. | |
| publisher | American Society of Civil Engineers | |
| title | Culvert Slope Effects on Outlet Scour | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 10 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1985)111:10(1363) | |
| tree | Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 010 | |
| contenttype | Fulltext | |
