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Quantitative landslide hazard assessment along a transportation corridor in southern India

机译:印度南部交通走廊沿线的定量滑坡灾害评估

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摘要

A quantitative model for landslide hazard assessment on natural slopes is presented for a transportation corridor of the Nilgiri Hills in southern India. The data required for the hazard assessment were mostly obtained from historical records. For the hazard modeling, a landslide inventory map was prepared from technical reports and maintenance records for a road and a railroad, available for a 21 year period from 1987 to 2007. Most landslides are shallow translational debris slides and debris flow slides triggered by rainfall. On natural slopes landslides occurred as first-time failures.A logistic regression model was used to determine the spatial probability of landslides for each pixel by taking the source area of the existing landslides as dependent, and slope angle, aspect, regolith thickness and land use as independent variables. The temporal probability of landslides was estimated indirectly using the exceedance probability of the rainfall threshold required to trigger landslides for the first time on natural slopes. The probability of landslide size was estimated as frequency percentage of landslide volume, a proxy for landslide magnitude, and the percentage values were then expressed as probability. By assuming independence among the three probabilities, a quantitative estimate of a landslide hazard was obtained as the joint probability of landslide volume, of landslide occurrence in an established time period and of spatial probability of a landslide initiation. The models were validated using the rainfall and landslide events that occurred during 2008 and 2009.Total 12 specific landslide hazard maps were generated considering six time periods (1, 3, 5, 15, 25 and 50 years), and two landslide volumes (volume exceeding 1000 m~3 and 10,000 m~3).
机译:提出了印度南部Nilgiri Hills运输走廊的天然斜坡滑坡灾害评估定量模型。危害评估所需的数据主要来自历史记录。对于灾害建模,从道路和铁路的技术报告和维护记录中准备了滑坡清单图,可用于1987年至2007年的21年期间。大多数滑坡是浅平移的碎屑滑坡和降雨引发的泥石流滑坡。在自然坡度上,滑坡是首次发生故障。采用Logistic回归模型,以现有滑坡的源区为依存关系,并确定坡度,坡向,重膏石厚度和土地利用,从而确定每个像素的滑坡空间概率。作为自变量。滑坡的时间概率是使用自然界上首次触发滑坡所需的降雨阈值的超出概率间接估算的。滑坡大小的概率估计为滑坡体积的频率百分比,代表滑坡强度,然后将百分比值表示为概率。通过假设这三个概率之间的独立性,获得了滑坡灾害的定量估计值,包括滑坡量,在既定时间段内发生滑坡和滑坡引发的空间概率的联合概率。利用2008年和2009年发生的降雨和滑坡事件对模型进行了验证,考虑了六个时间段(1、3、5、15、25、50年)和两个滑坡量(体积)共生成了12个特定滑坡灾害图。超过1000 m〜3和10,000 m〜3)。

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