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首页> 外文期刊>Engineering Geology >Landslide-induced levee failure by high concentrated sediment flow — A case of Shan-An levee at Chenyulan River, Taiwan
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Landslide-induced levee failure by high concentrated sediment flow — A case of Shan-An levee at Chenyulan River, Taiwan

机译:高浓度泥沙流引起的滑坡诱发堤防破坏-以台湾陈玉兰河山安大堤为例

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摘要

Typhoon Mindulle struck northeast Taiwan on July 2, 2004, and brought an abundant air current in the following days that caused serious flood disasters to the mountainous areas in central Taiwan. One of sever flood events during Typhoon Mindulle was about hundreds of hectares of farmland loss induced by an 1620 m break of Shan-An levee at the Chenyulan River. This paper examines the nature and causes of Shan-An flood by integrating catastrophic investigation and scenario simulation. The catastrophic investigation of the disaster scene, including field survey, outcrop investigation, and remote sensing image interpretation, was executed to reveal the inundation for disaster response and recovery. SPOT-IV and FORSAT-II satellite images and airborne images provided temporal and spatial information for inundation investigation. The HEC-RAS hydraulic model was applied to estimate the water surface profiles of Shan-An levee around the lower reach of Chenyulan River. Also, the impacts of debris and water in the hyper-concentrated sediment flow were estimated to illustrate the effects of sediment yield on Shan-An levee. The result shows that the levee was designed to sustain the heavy rainfall bought by Typhoon Mindulle but failed to the impact of high concentrated sediment flow induced by sediment yield from the landslide. The seismic-triggered landslide on the left riverside was reactivated by intensive rainfalls to deposit a great amount of sediments on the riverbed that narrowed down the river width, increased the impact force, and diverted water toward Shan-An levee. The levee failure should draw more attention from engineers while designing a new flood control structure in the waterway of Chenyulan River due to the occurrence of the hyper-concentrated sediment flow and landslide residuals after the Chi-Chi earthquake (M_L 7.3). In addition, the perceived investigation and analysis of an earthen levee failure provides essential information to setup a proper recovery plan of Shan-An levee and a basin management strategy of Chenyulan River in the future.
机译:Mindulle台风于2004年7月2日袭击台湾东北部,并在随后的几天带来了充足的气流,给台湾中部山区造成了严重的洪灾。 Mindulle台风期间发生的严重洪灾事件之一是,由于陈玉兰河上的Shan-An堤防断裂1620 m,造成了约数百公顷的农田损失。本文通过灾难性调查和情景模拟相结合的方法,研究了陕安洪水的性质和成因。进行了灾难现场的灾难性调查,包括现场调查,露头调查和遥感影像解释,以揭示淹没对灾害的响应和恢复。 SPOT-IV和FORSAT-II卫星图像和机载图像为淹没调查提供了时空信息。利用HEC-RAS水力模型估算了陈玉兰河下游山安大堤的水面剖面。此外,估计了泥沙和水对高浓度泥沙流的影响,以说明泥沙产量对陕安大堤的影响。结果表明,堤坝的设计目的是维持台风明都勒购买的暴雨,但没有受到滑坡沉积物产生的高浓度泥沙流的影响。左江边的地震触发的滑坡被强降雨激活,使大量沉积物沉积在河床上,从而缩小了河宽,增加了冲击力,并使水流向了陕安大堤。由于集集地震(M_L 7.3)的发生,高浓度的泥沙流和滑坡残留物的产生,在陈玉兰河水道上设计新的防洪结构时,堤坝的破坏应引起工程师的更多关注。此外,对土堤破坏的感知调查和分析为将来制定合理的陕安堤防恢复计划和陈玉兰河流域管理策略提供了重要信息。

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