沙坝海岸沿岸流速度剖面特征研究

王彦; 邹志利

doi:10.3969/j.issn.0253-4193.2014.11.014

沙坝海岸沿岸流速度剖面特征研究

doi: 10.3969/j.issn.0253-4193.2014.11.014

王彦,
邹志利

大连理工大学海岸及近海工程国家重点实验室, 辽宁大连 116024

基金项目: 国家自然科学基金(51079024,10672034)。

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出版历程
- 收稿日期: 2013-09-28

Cross-shore distribution feature of longshore currents over barred beaches

Wang Yan,
Zou Zhili

The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China

摘要

摘要: 通过对两个坡度沙坝地形沿岸流实验测量和基于能量方程的沿岸流数值模拟,研究了沙坝海岸平均沿岸流速度剖面的双峰剖面特征,重点分析了第二个峰值的特征和两峰值的比值。综合考虑入射波高、入射波类型和坡度对波生沿岸流垂直岸线速度剖面的影响。结果表明,平均沿岸流速度剖面出现双峰剖面特征:第一峰值发生在沙坝向岸侧面的中部,第二个峰值发生在靠近岸线处;同一坡度情况两个峰值的位置和比值,不受入射波类型、入射波高的影响。数值模型中包括了侧混、底摩擦和水滚等因素,其数值模拟结果和实验值拟合较好,并讨论了有无侧混和水滚对速度剖面的影响。
- 双峰剖面 /
- 二峰值 /
- 波浪破碎 /
- 沙坝
Abstract: The experimental study on wave-driven longshore currents on barred beaches and numerical simulations which were based on wave energy conservation equation, were conducted to investigate the cross-shore distribution feature of velocity profiles of mean longshore currents, with emphasis on the second peak of longshore currents. The distribution feature of longshore currents has the velocity profile with bimodal characteristics. The larger one occurs on the middle part of lateral side of barred beaches and the smaller one is close to the shoreline, which corresponds to the first and second wave breaking respectively. The above features have been discussed by considering the effects of wave height, wave type and beach slope. The locations of two peaks and their ratio (i.e., higher one/smaller one) do not depend on wave type and wave height, but the location of barred beaches. Numerical simulations were also performed to compute the measured velocity profile with the emphasis on the effect of several factors such as lateral mixing, bottom friction and surface rollers on numerical results.
- bimodal profiles /
- two peak values /
- wave breaking /
- barred beaches

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参考文献(17)

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