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首页> 外文期刊>Dam Engineering >Mapping impulsive waves due to subaerial landslides into a dam reservoir: a case study of Shafa-Roud Dam
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Mapping impulsive waves due to subaerial landslides into a dam reservoir: a case study of Shafa-Roud Dam

机译:将地下滑坡引起的冲击波映射到水库中:以沙法鲁德水坝为例

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摘要

In this work, Subaerial Landslide Generated Waves (SLGW) generation and propagation are studied numerically for a real case. The Shafa-Roud Dam reservoir, in the north of Iran, is considered as the case study. Empirical equations are applied to estimate the near field characteristics of generated waves due to three possible slide scenarios. Empirical-based equations can provide the initial condition for Boussinesq-type wave propagation models. Wave propagation velocity, dam overtopping volume and maximum wave height above dam crest have been evaluated using the FUNWAVE numerical model. Considering the previous experimental data, and observed data from Norwegian fjords landslide events, and also the results of the numerical simulations in this work, amplitude attenuation of SLGW is studied. Based on the results, the necessity for a more conservative criterion for freeboard determination, for the cases of landslide events, is emphasized.
机译:在这项工作中,对真实情况下的地下滑坡产生波(SLGW)的产生和传播进行了数值研究。伊朗北部的Shafa-Roud大坝水库被视为案例研究。由于三种可能的滑动情况,经验公式被用于估计所产生波的近场特性。基于经验的方程式可以为Boussinesq型波传播模型提供初始条件。使用FUNWAVE数值模型评估了波浪传播速度,坝顶体积和坝顶上方的最大波浪高度。考虑到以前的实验数据,以及挪威峡湾滑坡事件的观测数据,以及这项工作的数值模拟结果,研究了SLGW的振幅衰减。基于结果,强调了对于滑坡事件而言,对于干舷确定更为保守的标准的必要性。

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