利用多元统计模型绘制查利雅尔河流域的滑坡易发性地图

L. Aiswarya, K. P. Rema, J. Shyla, V. K. Brijesh, V. Vaisakh
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引用次数: 0

摘要

自然界经常发生山体滑坡,可能造成重大财产损失和人员伤亡。绘制滑坡易发区地图有助于滑坡易发区的土地管理。利用逻辑回归(LR)技术对 Chaliyar 河流域的滑坡易发性进行了评估。为此,利用 Landsat 8 OLI 卫星图像绘制了一份包含 592 个先前滑坡点的清单地图。然后将滑坡清单随机分成 30% 和 70%,分别用于模型训练和验证。在建立滑坡易发性模型时,考虑了 15 个滑坡致因因素,即坡度、坡向、曲率、相对地势、TWI、与道路的距离、与溪流的距离、与线状体的距离、土地利用土地覆盖、排水密度、道路密度、线状体密度、地貌、土壤质地、NDVI。利用接收者工作特征曲线(ROC)和曲线下面积(AUC)值,对所绘制的易损性地图进行了验证。分析表明,LR 模型验证阶段的 ROC-AUC 值为 0.815。研究还表明,坡度、土壤质地和 LULC 对研究区域滑坡的发生起着重要作用。考虑到 ROC-AUC 值(0.815),拟议的滑坡易发性模型是合适的,可用于 Chaliyar 盆地未来的土地利用规划和滑坡缓解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Landslide Susceptibility Mapping of Chaliyar River Basin by Multivariate Statistical Model
Landslides were frequently observed in nature that can result in significant property damage and fatalities. Land management in landslide-prone areas can be aided by preparing a landslide susceptibility map. The landslide susceptibility of Chaliyar river basin was evaluated using the logistic regression (LR) technique. For this, an inventory map of 592 prior landslides was created using Landsat 8 OLI satellite imagery. The inventory of landslides was then randomly split into 30% and 70% for model training and validation respectively. Fifteen landslide causative factors viz., Slope, Aspect, Curvature, Relative Relief, TWI, Distance to Road, Distance to Streams, Distance to Lineaments, Land Use Land Cover, Drainage Density, Road Density, Lineament Density, Geomorphology, Soil Texture, NDVI were considered for landslide susceptibility modelling. Utilising a Receiver Operating Characteristics Curve (ROC) and Area Under Curve (AUC) value, the resulting susceptibility maps were validated. Analysis reveals that the validation stage of the LR model had a ROC-AUC value of 0.815. The study also demonstrates that slope, soil texture and LULC play a substantial role on the occurrence of landslides in the study area. The proposed landslide susceptibility model is appropriate, taking into account the ROC-AUC (0.815), and can be applied to future land use planning and landslide mitigation in the Chaliyar basin.
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