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Mapping the susceptibility of rainfall and earthquake triggered landslides along China-Nepal highways

机译:绘制中尼公路沿线降雨和地震诱发滑坡的敏感性图

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The 2015 Gorkha earthquake (Mw = 7.8) caused significant earthquake triggered landslides (ETL) in a landscape that is heavily intervened by rainfall triggered landslides (RTL). China's Belt and Road Initiative plan to boost South-Asian regional trade and mobility through two key highway corridors, i.e. 1) Longmu-Rasuwa-Kathmandu (LRK) and 2) Nyalam-Tatopani-Kathmandu (NTK) route, that dissect the Himalayas through this geologically unstable region. To understand the spatial characteristics and susceptibility of these ETL and RTL, we delineate the landslides by means of time variant satellite imageries, assess their spatial distribution and model their susceptibilities along the highway slopes. We use a coupled frequency ratio (FR) - analytical hierarchy process (AHP) model by considering nine landslide determinants, e.g. geomorphic type (slope, aspect, curvature, elevation), hydrologic type (erosive potential of gullies, i.e. stream power index and distance to streams), normalized difference vegetation index, lithology and civil structure type (i.e. distance to roads). The results demonstrate that elevation and slope predominantly control both these landslide occurrences. The model predicts locations of ETL with higher accuracy than RTL. On comparison, NTK was safer with 133.5 km(2) of high RTL or ETL (or both) landslide susceptible areas, whereas LRK has 216.04 km(2). For mapping the extent of these landslides, we constricted it to the slope units of highways to reduce the computational effort, but this technique successfully achieved an acceptable threefold average model prediction rate of 82.75% in ETL and 77.9% in RTL. These landslide susceptibility maps and route comparisons would provide guidance towards further planning, monitoring, and implementing landslide risk mitigation measures for the governments.
机译:2015年的Gorkha地震(Mw = 7.8)在受降雨触发的滑坡(RTL)严重干预的景观中引起了重大的地震触发的滑坡(ETL)。中国的``一带一路''倡议计划通过两条主要的高速公路走廊来促进南亚区域贸易和交通,即1)龙目-拉苏瓦-加德满都(LRK)和2)尼亚拉姆-塔托帕尼-加德满都(NTK)路线,该路线将喜马拉雅山脉贯穿这个地质不稳定的地区。为了了解这些ETL和RTL的空间特征和敏感性,我们通过时变卫星图像来描绘滑坡,评估其空间分布并对沿高速公路坡度的敏感性进行建模。通过考虑9个滑坡决定因素,我们使用耦合频率比(FR)-层次分析法(AHP)模型。地貌类型(坡度,坡向,曲率,高程),水文类型(沟壑的侵蚀潜力,即流能指数和与溪流的距离),归一化植被指数,岩性和土木结构类型(即距道路的距离)。结果表明,高程和坡度主要控制了这两个滑坡的发生。该模型比ETL预测ETL的位置精度更高。相比之下,NTK具有较高的RTL或ETL(或两者)滑坡易感区域133.5 km(2),而LRK具有216.04 km(2)更安全。为了绘制这些滑坡的范围,我们将其限制在高速公路的坡度单位上以减少计算量,但是该技术成功地实现了可接受的三倍平均模型预测率,在ETL中为82.75%,在RTL中为77.9%。这些滑坡敏感性图和路线比较将为政府进一步规划,监测和实施减轻滑坡风险的措施提供指导。

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