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A Case Study of Debris Flow Mitigation of No. 3 Valley at Shitou

机译:汕头3号山谷泥石流减缓的案例研究。

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摘要

The geological structures of Taiwan are complex, weak and young. The rock slopes of many river valleys were damaged by earthquakes, which caused a great deal of cracks and unstable rock blocks. The torrential rain brought by typhoons usually induced serious debris flow. The collapse of slopes, erosion of rivers and expansion of watercour ses which were caused by debris flow would induce casualties of mankind and properties. It turns out a most important mission to deal with debris flow by engineering facilities properly. A case study of No. 3 valley at Shitou, which includes the debris flow investigation, analysis, plan and detailed design that serve as an example to other similar debris flow treatment projects. The length of No. 3 valley is 2419m and the watershed has an area of 85. 1 ha, including the main stream and north branch. The total rainfall of Typhoon Toraji in 24hrs was 615mm which destroyed 11 sabo dams and damaged down stream facilities. Based on observation from geological survey and borings, the valleys in these areas were filled with broken shale and colluviums. The topography at the source of the valley is steep, with a slope angle of more than 35 degrees. It is easy to trigger debris flow owing to the contribution of heavy torrential rain and steep slopes. Aiming to the mitigation of debris flow disaster, ecological engineering methods such as vegetation work, flow division and drainage work are used at the source of debris flow valley. At the main stream of No. 3 valley, it is planned to set up 2 sabo dams (5m high), 2 comb-type dams, a large-sized grit chamber and 800m compound section stream way with 10m width. At the branch, it is designed to set up 5 sabo dams (3m high), a medium sized grit chamber and 287m stone masonry. A planned automatic pre-warning system which includes 2 rain gauges, 2 wire sensors, a laser sensor, a ground phone sensor, a CCD camera and control center, is used to provide emergency reaction to ensure the safety of local residence.
机译:台湾的地质结构复杂,薄弱且年轻。许多流域的岩石边坡都被地震破坏,从而造成大量裂缝和不稳定的岩石块。台风带来的大雨通常会引起严重的泥石流。泥石流造成的斜坡倒塌,河流侵蚀和水源扩张会导致人类伤亡和财产损失。事实证明,正确处理工程设施的泥石流是一项最重要的任务。以汕头市三号沟谷为例,包括泥石流调查,分析,规划和详细设计,以其他类似泥石流处理项目为例。 3号山谷的长度为2419m,流域面积为85. 1公顷,包括干流和北支。 24小时台风“托拉吉”的总降雨量为615毫米,摧毁了11个sabo水坝并破坏了下游设施。根据地质调查和钻孔的观察,这些地区的山谷中充斥着破碎的页岩和裂缝。山谷源头的地形陡峭,倾斜角超过35度。由于暴雨和陡峭的斜坡,很容易引发泥石流。为了减轻泥石流灾害,泥石流谷源处采用了植被工程,分流工程和排水工程等生态工程方法。在三号干流干流上,计划设置2座沙坝(5m高),2座梳式水坝,1座大型沉砂池和10m宽800m复合断面河道。在分支处,它旨在设置5个sabo水坝(3m高),一个中型沉砂池和287m砌石。计划中的自动预警系统包括2个雨量计,2个线传感器,一个激光传感器,一个地面电话传感器,一个CCD摄像头和控制中心,用于提供紧急反应,以确保当地居民的安全。

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