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Numerical simulation of the inundation area for landslide-induced debris flow: a case study of the Sha-Xinkai gully in southern Taiwan

机译:滑坡诱发泥石流淹没区域的数值模拟-以台湾南部沙新开沟为例

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摘要

Typhoon Morakot struck central and southern Taiwan on August 8, 2009, and the high rainfall intensity and accumulated rainfall-induced several floods, landslides, and debris flows. In this study, the destructive debris flow caused by Typhoon Morakot in the Sha-Xinkai gully of the Liouguei District in southern Taiwan was selected as a case study for analysis. A two-dimensional model (FLO-2D software) was used to simulate debris flow. First, hydrological and geomorphological data were collected on the debris flow event and the rheological properties of slurry collected from the field were analyzed. Next, the relationship between debris flow discharge and water flow discharge was obtained. The simulation results for the deposited area and depth were then compared to aerial photos taken during a field investigation. Finally, the bulked coefficient of discharge and the resistant parameters used in the model were presented. The results showed that the maximum deposited depth in the debris flow inundated area was over 6 m; the maximum velocity, 6.6 m/s; and the deposited volume, almost 1,000,000 m~3. The simulated deposition depth and inundation area matched the results from the field investigation reasonably well. In this study, the parameters and processes needed for the simulation of landslide-induced debris flows were proposed to provide a reference for hazard zone mapping and debris flow hazard mitigation.
机译:莫拉克台风于2009年8月8日袭击台湾中部和南部,高降雨强度和累积降雨导致几次洪水,山体滑坡和泥石流。本研究以台风莫拉克台风在台湾南部六Li地区沙新凯沟造成的破坏性泥石流为例进行分析。使用二维模型(FLO-2D软件)模拟泥石流。首先,收集关于泥石流事件的水文和地貌数据,并分析从现场收集的泥浆的流变特性。接下来,获得泥石流排放与水流排放之间的关系。然后将沉积面积和深度的模拟结果与现场调查期间拍摄的航拍照片进行比较。最后,给出了模型中使用的体积放电系数和电阻参数。结果表明,泥石流淹没区最大沉积深度超过6 m;最大速度6.6 m / s;沉积量接近1,000,000 m〜3。模拟的沉积深度和淹没面积与现场调查的结果相当吻合。在这项研究中,提出了模拟滑坡诱发的泥石流所需的参数和过程,以为危险区映射和泥石流减灾提供参考。

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