| contributor author | B. W. Melville | |
| date accessioned | 2017-05-08T20:41:26Z | |
| date available | 2017-05-08T20:41:26Z | |
| date copyright | April 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9429%281992%29118%3A4%28615%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23624 | |
| description abstract | Laboratory data for local scour depth at bridge abutments are presented. These include sufficient data to demonstrate the effects on scour depth of abutment length, flow depth, and abutment shape and alignment. In addition, some data for the effects of sediment characteristics, flow intensity, and approach channel geometry are given. The data are rationalized in terms of the ratio of abutment length to flow depth, | |
| publisher | American Society of Civil Engineers | |
| title | Local Scour at Bridge Abutments | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 4 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1992)118:4(615) | |
| tree | Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 004 | |
| contenttype | Fulltext | |
