首页> 外文OA文献 >Simulasi Penanganan Potensi Aliran Debris di Gunung Sago (Studi Kasus di Batang Lakin, Kecamatan Lareh Sago Halaban, Kabupaten Lima Puluh Kota)
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Simulasi Penanganan Potensi Aliran Debris di Gunung Sago (Studi Kasus di Batang Lakin, Kecamatan Lareh Sago Halaban, Kabupaten Lima Puluh Kota)

机译:西米山处理泥石流潜力的模拟(案例研究:Batang Lakin,Lareh Sago Halaban区,Lima Puluh Kota区)

摘要

The regions in foothills of Sago mountain are flood-prone area due to debris flow. As occurred on March 22, 2010, there has been a catastrophic overflow of debris flow from Sago mountain. The disaster resulted in severe damage around the rivers downstream Sago mountains, including Batang Lakin river. This research study debris flow potential and how to mitigate it in Batang Lakin river, West Sumatra. Analysis of potential debris flow hazard of Batang Lakin river and alternative debris mitigation is simulated using the debris flow simulator Kanako 2D version 2.051. Simulation is important for verifying effect of controlling flow of debris prior to construction work carried out. Rain data input was calculated based on fifty years time period and one hundred years time period Research findings show that at Batang Lakin river, debris flow occurred and overflowing river channel. Alternative countermeasure chosen is sabo dam. For fifty years period when debris flow peak discharge of 59.50 m3/second required 2 units of sabo dams (closed type) with positions at Sta 0 +200 (Sabo height 6 m) and at Sta 0 +450 (Sabo height 4 m). For one hundred years period when debris flow peak discharge of 62.66 m3/second required 2 units of sabo dams (closed type) with positions at Sta 0 +200 (Sabo height 6 m) and at Sta 0 +450 (Sabo height 5 m) to prevent overflow of debris flow to the settlement. Thus, the right efforts to control debris flow on Batang Lakin is the sabo dam.
机译:由于泥石流的影响,西谷山山麓地区是易发洪水地区。自2010年3月22日起,西谷山发生了灾难性的泥石流。这场灾难对Sago山下游的河流(包括Batang Lakin河)造成了严重破坏。这项研究研究了西苏门答腊岛巴塘拉金河的泥石流潜力及其缓解方法。使用泥石流模拟器Kanako 2D 2.051版模拟了八塘拉金河潜在的泥石流危害分析和替代泥石流缓解措施。模拟对于验证在进行施工工作之前控制泥石流的效果非常重要。根据五十年和一百年的时间来计算降雨数据。研究发现表明,在八塘拉金河上,泥石流发生,河道溢流。选择的替代对策是萨博水坝。五十年来,泥石流的峰值排放量为59.50 m3 /秒,需要2个单位的sabo大坝(封闭式),位置分别为Sta 0 +200(Sabo高度6 m)和Sta 0 +450(Sabo高度4 m)。在一百年期间,泥石流的峰值流量为62.66 m3 /秒,需要2个单位的sabo大坝(封闭式),位置分别为Sta 0 +200(Sabo高度6 m)和Sta 0 +450(Sabo高度5 m)防止泥石流溢出到沉降处。因此,控制巴当拉金(Batang Lakin)上的泥石流的正确努力就是Sabo大坝。

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