| contributor author | B. M. Sumer | |
| contributor author | J. Fredsøe | |
| date accessioned | 2017-05-08T21:10:08Z | |
| date available | 2017-05-08T21:10:08Z | |
| date copyright | September 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%290733-950x%281998%29124%3A5%28248%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41258 | |
| description abstract | The paper presents the results of an experimental investigation on scour around pile groups with different configurations exposed to waves. Two kinds of tests were carried out: the actual scour experiments, and bed shear stress measurements. Seven kinds of pile-group arrangements were tested, including the side-by-side arrangements of piles, tandem arrangements of piles, and triangular and square group arrangements with two-, three-, and four-pile groups. The variations with the pile spacing as well as the Keulegan-Carpenter number, KC, were investigated. The scour depth can increase with respect to its single-pile value by as much as a factor of 3 for moderate KC numbers [such as | |
| publisher | American Society of Civil Engineers | |
| title | Wave Scour around Group of Vertical Piles | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 5 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1998)124:5(248) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 005 | |
| contenttype | Fulltext | |
