Bivariate landslide susceptibility analysis for parts of Kumaon Himalayas: A case study of Nainital town and its surroundings, India

Ashish N. Bhandari , Harsharaj L. Wankhade
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Abstract

Landslides are viewed as a persistent problem in the Nainital and Almora districts of Kumaon Himalayas, since long. In this region, landslides have not only caused damage to property and life, but also affected the society by disrupting the utility services and economic activities. This study investigates application of eight crucial geo-factors that affect the frequency and distribution of landslides in Nainital town and its surroundings using the weighted multiclass index overlay method in geographic information system (GIS). The macro-scale landslide inventory map was prepared using the landslide locations identified from multi-temporal google imageries, field checks and the old landslide reports of the area. A total of 981 landslides were identified, mostly characterized under shallow translational rock and debris slides. For landslide susceptibility analysis, 70% of landslides were used, while the remaining 30% of landslides were considered for validation. Association between landslides and geo-factors were computed by means of Yules co-efficient (Yc) values and predictor ratings. The integrated landslide susceptibility map (LSM) was classified into two distinct categories through natural break method, a) three and b) five. Both these categorized maps reveal that nearly one-tenth of the study area is extremely susceptible to slope failures. The validation and accuracy assessment of maps display a score of more than 78% through receiver operating characteristic (ROC) curve. Besides, the landslide density index (R) also indicate a strong positive association of more than 65%.
Kumaon喜马拉雅部分地区二元滑坡易感性分析:以印度奈尼塔尔镇及其周边地区为例
长期以来,山体滑坡一直被视为Kumaon喜马拉雅山脉的Nainital和Almora地区的一个持久问题。在该地区,山体滑坡不仅造成了财产和生命的损失,而且还扰乱了公用事业服务和经济活动,影响了社会。利用地理信息系统(GIS)中的加权多级指数叠加方法,研究了影响奈尼塔尔镇及其周边地区滑坡发生频率和分布的8个关键地理因子的应用。利用多时相谷歌图像、现场检查和该地区的旧滑坡报告确定的滑坡位置,编制了宏观滑坡清单图。共发现滑坡981个,以浅层平动岩屑滑坡为主。对于滑坡易感性分析,使用了70%的滑坡,剩余30%的滑坡进行验证。通过Yules系数(Yc)值和预测因子等级计算了滑坡与地质因素的关联。通过自然断裂法将综合滑坡易感性图划分为a) 3类和b) 5类。这两张分类地图显示,近十分之一的研究区域极易受到边坡破坏的影响。通过受试者工作特征(ROC)曲线对地图的有效性和准确性评价评分均在78%以上。此外,滑坡密度指数(R)也显示出65%以上的强正相关。
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