溃坝冲刷模型中向海边界条件参数的实验解释

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Zhijie Jiang , Jun Zeng , Jian Qiu , Haijiang Liu
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引用次数: 0

摘要

Guard和Baldock(2007)在溃坝冲刷模型中提出的向海边界条件(SBC)参数k的物理解释在实验中尚不明确。在本研究中,我们进行了一系列的溃坝实验室实验来揭示参数k的这种解释。应用不同的无量纲上游水库长度L来研究参数L和k与当地水深的时间变化特征之间的关系。研究发现,当L相同(与初始水头无关)时,不同情况下无量纲水深的时变历史几乎相同。同时,参数L和k在确定局部冲刷特征方面也起着类似的作用。根据最大水深、水深上升时间及其在指定位置的时间比,建立了一对一和平均的L-k关系。然后在其他斜坡位置验证了L-k关系,确认了其在整个斜坡扩展中的适用性。此外,模型与实验的一对一的L-k关系比平均的L-k关系更符合。这些发现有助于澄清SBC参数与实际斜流水动力条件的物理解释。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental interpretation of the seaward boundary condition parameter in dam-break induced swash models
Physical interpretation of the seaward boundary condition (SBC) parameter k proposed by Guard and Baldock (2007) in dam-break induced swash models is still unclear in experiments. In this study, a series of dam-break laboratory experiments were conducted to reveal such interpretation of the parameter k. Different nondimensional upstream reservoir lengths L were applied to examine the relationship between parameters L and k with respect to the temporal variation characteristics of the local water depth. It is found that time-varying histories of the nondimensional water depth are almost identical among different cases when L is the same (irrelevant to the initial water heads). Meanwhile, parameters L and k play analogous roles in determining the local swash features. Based on the maximum water depth, the rise time of the water depth, and its time ratio at a specified position, the one-on-one and averaged L-k relationships were established. The L-k relationship was then validated at other slope positions, confirming its applicability across the swash extension. In addition, the one-on-one L-k relationship presents better agreement between model and experiment than the averaged L-k relationship. These findings help to clarify the physical interpretation of the SBC parameter with the actual swash hydrodynamic conditions.
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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