| contributor author | Tom O'Donoghue | |
| date accessioned | 2017-05-08T21:10:21Z | |
| date available | 2017-05-08T21:10:21Z | |
| date copyright | August 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-950x%282001%29127%3A4%28245%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41404 | |
| description abstract | Under a standing wave two types of bed response can occur depending on the relative size of the sediment: L-type, which occurs for relatively fine sediment, and “N-type,” which occurs for relatively coarse sediment. The specific concern of the present note is with the N-type response, which involves scour in the area of bed between the node and antinode of the standing wave field and accretion under the node. The conditions necessary for the N-type response to occur are examined and a new method for predicting the equilibrium N-type scour profile is described. The method is based on a general characterization of N-type profile geometry and on physical reasoning applied to available experimental data. Predictions of field-scale scour using the new method are generally much greater than scour predictions based on existing interpretation of wave flume experimental results. | |
| publisher | American Society of Civil Engineers | |
| title | N-Type Sediment Bed Response under Standing Wave | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 4 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2001)127:4(245) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004 | |
| contenttype | Fulltext | |