| contributor author | B. W. Melville | |
| contributor author | A. J. Sutherland | |
| date accessioned | 2017-05-08T20:40:04Z | |
| date available | 2017-05-08T20:40:04Z | |
| date copyright | October 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9429%281988%29114%3A10%281210%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22917 | |
| description abstract | A design method for the estimation of equilibrium depths of local scour at bridge piers is presented. The method is based upon envelope curves drawn to experimental data derived mostly from laboratory experiments. The laboratory data include wide variations in flow velocity and depth, sediment size and gradation, and pier size, shape, and alignment. Local scour depth estimation is based upon the largest possible scour depth that can occur at a cylindrical pier, which is | |
| publisher | American Society of Civil Engineers | |
| title | Design Method for Local Scour at Bridge Piers | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 10 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1988)114:10(1210) | |
| tree | Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010 | |
| contenttype | Fulltext | |
