| contributor author | Keith R. Elliott | |
| contributor author | Christopher J. Baker | |
| date accessioned | 2017-05-08T20:39:21Z | |
| date available | 2017-05-08T20:39:21Z | |
| date copyright | July 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9429%281985%29111%3A7%281105%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22535 | |
| description abstract | Small scale experiments were designed to investigate effects of lateral spacing between bridge piers on scour depth. The scouring process is effected by two processes: (1) The interaction of the horseshoe vortices around the bases of the piers; and (2) the acceleration of flow between the piers. Equations are derived for clear water scour, for one set of pier geometrics, one water depth and one sediment type. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Pier Spacing on Scour Around Bridge Piers | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 7 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1985)111:7(1105) | |
| tree | Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 007 | |
| contenttype | Fulltext | |
