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Automated landform classification in a rockfall-prone area, Gunung Kelir, Java

机译:爪哇Gunung Kelir易碎石地区的自动地貌分类

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This paper presents an automated landform classification in a rockfall-prone area. Digital terrain models (DTMs) and a geomorphological inventory of rockfall deposits were the basis of landform classification analysis. Several data layers produced solely from DTMs were slope, plan curvature, stream power index, and shape complexity index; whereas layers produced from DTMs and rockfall modeling were velocity and energy. Unsupervised fuzzy k means was applied to classify the generic landforms into seven classes: interfluve, convex creep slope, fall face, transportational middle slope, colluvial foot slope, lower slope and channel bed. We draped the generic landforms over DTMs and derived a power-law statistical relationship between the volume of the rockfall deposits and number of events associated with different landforms. Cumulative probability density was adopted to estimate the probability density of rockfall volume in four generic landforms, i.e., fall face, transportational middle slope, colluvial foot slope and lower slope. It shows negative power laws with exponents 0.58, 0.73, 0.68, and 0.64 for fall face, transportational middle slope, colluvial foot slope and lower slope, respectively. Different values of the scaling exponents in each landform reflect that geomorphometry influences the volume statistics of rockfall. The methodology introduced in this paper has possibility to be used for preliminary rockfall risk analyses; it reveals that the potential high risk is located in the transportational middle slope and colluvial foot slope.
机译:本文提出了一个易于崩塌地区的自动地貌分类方法。数字地形模型(DTM)和落石沉积物的地貌清单是地貌分类分析的基础。仅由DTM产生的几个数据层是斜率,平面曲率,流功率指数和形状复杂度指数。 DTM和落石模型产生的层是速度和能量。应用无监督模糊k均值方法将一般地貌分为7类:沟间,凸蠕变坡度,下陷面,运输中坡,河床脚坡,下坡和河床床。我们在DTM上叠加了通用地貌,并得出了落石沉积物的数量与与不同地貌相关的事件数之间的幂律统计关系。采用累积概率密度估算落面,运输中坡,坡脚坡和下坡四种通用地貌的落石量概率密度。它显示了负幂定律,其下降面,运输中坡,坡脚和下坡的指数分别为0.58、0.73、0.68和0.64。每个地形中缩放比例指数的不同值反映出地貌形态会影响落石量的统计。本文介绍的方法有可能用于初步的崩塌风险分析。这表明潜在的高风险位于交通中坡和冲积脚坡。

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