3D scour below pipelines under waves and combined waves and currents

被引:72
|
作者
Cheng, Liang [1 ,3 ]
Yeow, Kervin [1 ]
Zang, Zhipeng [2 ]
Li, Fangjun [4 ]
机构
[1] Univ Western Australia, Sch Civil & Resource Engn, Crawley, WA 6009, Australia
[2] Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China
[3] Dalian Univ Technol, Stake Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[4] Dept Transportat, Fremantle, WA 6160, Australia
基金
中国国家自然科学基金; 澳大利亚研究理事会;
关键词
Pipeline; Scour; Free span; Scour rates; Waves; Combined wave and current; LOCAL SCOUR; FLOW;
D O I
10.1016/j.coastaleng.2013.10.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of an experimental investigation on three-dimensional local scour below a rigid pipeline subjected to wave only and combined wave and current conditions. The tests were conducted in a conventional wave flume. The major emphasis of the investigation was on the scour propagation speed (free span expansion rate) along the pipeline after local scour was initiated at a controlled location. The effects of flow ratio (steady current velocity vs. combined waves/current velocity), flow incidence angle and pipeline initial embedment depth on free span expansion rate were investigated. It was observed that the scour along the pipeline propagated at a constant rate under wave only conditions. The scour propagation rate decreased with increasing embedment depth, however, increased with the increasing Keuglegan-Carpenter (KC) number. Under combined wave and current conditions, the effect of velocity ratio on scour propagation velocity along the pipeline was quantified. Empirical relationships between the scour propagation rate (V-h) and key parameters such as the KC number and embedment depth (e/D) were established based on the testing results. (C) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:137 / 149
页数:13
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