| contributor author | B. M. Sumer | |
| contributor author | N. Christiansen | |
| contributor author | J. Fredsøe | |
| date accessioned | 2017-05-08T22:11:19Z | |
| date available | 2017-05-08T22:11:19Z | |
| date copyright | September 1993 | |
| date issued | 1993 | |
| identifier other | 37908383.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73094 | |
| description abstract | The study extends the investigation of scour around circular vertical piles in waves, reported in 1992 in two works by Sumer et al. In the present paper, the influence of cross‐sectional shape of piles on scour is studied. An extensive series of tests was carried out with two kinds of cross sections: a circular cross section, and a square cross section tested at two orientations to the flow (namely, 90° orientation and 45° orientation), therefore giving three different test configurations. The equilibrium scour depth as well as the time scale of the scour process were investigated. Based on the present data, design equations are established relating the equilibrium scour depth, | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Cross Section on Wave Scour around Piles | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 5 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1993)119:5(477) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 005 | |
| contenttype | Fulltext | |
