用非流体静力模型模拟海岸河段的波浪漫溢和洪水

Jingxin Zhang , Hua Liu
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引用次数: 3

摘要

本文介绍了一个模拟沿海河段波浪变换、漫顶和洪水的模型包。通过在动量方程中加入非静水压力项,对非线性浅水方程进行了扩展。采用变换后的垂坐标,即σ坐标来拟合自由面和凹凸底。当波浪准备破裂时,通过抑制色散效应,局部将非流体静力模型转换为流体静力模型。破碎波阵面作为激波处理,激波可以用非线性浅水方程和保守数值策略进行模拟。实验验证了对破碎浪和岸线运动的处理。本文提出了该模型在预测由大浪或风暴潮引起的洪水方面的一个广泛应用,以验证该模型在模拟复杂几何形状的沿海河段波浪变换和洪水方面的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modeling of waves overtopping and flooding in the coastal reach by a non-hydrostatic model

This paper describes a model package that simulates wave transformation, overtopping and flooding in coastal reaches. The present model is extended from the non-linear shallow water equations by means of including the non-hydrostatic pressure terms in the momentum equations. The transformed vertical coordinate, i.e. the σcoordinate, is adopted to fit the free surface and the uneven bottom. When a wave is ready to break, the non-hydrostatic model is locally switched to hydrostatic model by suppressing the dispersive effects. The breaking wave front is handled as a shock, and the shock wave can be simulated by non-linear shallow water equations with conservative numerical strategy. The treatments of the wave breaking and the shoreline motion are validated by experiments. One extensive application of the model to predict flooding induced by large waves or storm surge is presented to verify the efficiency of the present model in modeling of wave transformation and flooding over complex geometry in coastal reaches.

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