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Effect and Propagation of Water Level Fluctuations in a Sloping Sandy Beach—Unsaturated Porous Media II Numerical Simulation Test of Single Harmonic Wave (long run)

机译:倾斜沙滩上水位波动的影响和传播-非饱和多孔介质II一次谐波的数值模拟试验(长期)

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In coastal processes, the strong water movements due to short periodic waves (such as sea swell) can induce irregular water level fluctuations in the swash zone and within the sandy beach. The measured water level fluctuations with very complex entry water level fluctuations in a wave canal with a sloping sandy beach were analyzed by using 7 capacitive sensors. Numerical simulations have also been implemented in order to complement the experimental water level signal analyses. In this paper, a numerical test of single harmonic wave (long run) with same computational domain and porous media properties as the experiment is conducted to understand the effect and propagation of the water level fluctuations in the unsaturated porous media. The key coupling parameter of the macro (sea water) porous and micro (sloping sandy beach) porous media in the Richards equation model is further identified by this numerical test, which is the basis to simulate and explain the complex experimental results.
机译:在沿海过程中,短周期波(例如海浪)引起的强烈水运动会在斜流区和沙滩内引起不规则的水位波动。通过使用7个电容式传感器分析了在具有倾斜沙滩的波浪运河中具有非常复杂的入口水位波动的情况下测得的水位波动。为了补充实验水位信号分析,还进行了数值模拟。在本文中,进行了与实验相同的计算域和多孔介质特性的单次谐波(长期)数值试验,以了解不饱和多孔介质中水位波动的影响和传播。通过数值试验进一步确定了理查兹方程模型中的宏观(海水)多孔和微观(倾斜沙滩)多孔介质的关键耦合参数,这是模拟和解释复杂实验结果的基础。

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