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TWO-DIMENSIONAL FLOOD AND DEBRIS FLOW SIMULATION MODEL IN URBAN AREAS

机译:城市地区二维洪水和碎片流动仿真模型

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We propose a two-dimensional simulation model for overland flood and debris flow in urban areas. Since there are many houses and office buildings in urban areas, this model includes two kinds of resistance terms in the momentum equations. One is due to the bottom shear stress and the other to drag forces on the houses and buildings. We apply the simulation model to the Fukuoka flood disaster in 1999 and compute the behavior of the overland flood flow from the rivers for the various values of the roughness coefficient n for Manning equation and drag coefficient C_D for buildings and houses. It is found that the value of 0.043 is suitable for n and that of 2.05 for C_D; the former value is previously proposed for roads and the latter for square cylinders. Using these values of the roughness and drag coefficient, we compute the behavior of the overland flow of the Shimabara debris-flow disaster in 1993. It is found that the computations agree with the simulation of the Shimabara debris-flow disaster.
机译:我们为城市地区的陆地洪水和碎片流提出了一种二维仿真模型。由于城市地区有许多房屋和办公楼,因此该模型包括在动量方程中的两种阻力术语。一个是由于底部剪切应力,另一个是在房屋和建筑物上拖曳力。我们在1999年将仿真模型应用于福冈洪水灾难,并计算河流洪水流动的行为,用于粗糙系数N的各种值,用于建筑物和房屋的牵引系数C_D。结果发现,0.043的值适用于N和C_D的2.05;以前的价值先前推荐用于道路和后者的方形气缸。利用这些粗糙度和拖动系数的值,我们在1993年计算了Shimabara碎片垃圾灾难的陆陆流动的行为。发现计算与Shimabara碎片灾难的模拟一致。

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