结合结构缓减措施的泥石流模型与FLO-2D

Rodrigo Loaiza Velarde, A. Pérez, Mitchel J. Jara Garcia
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引用次数: 0

摘要

泥石流在强降雨季节较为常见,位于Lurigancho地区的Huaycoloro河流域是泥石流多发地区,Lima-Perú,本文目的是利用fl - 2d软件对Huaycoloro河流域泥石流在这些自然灾害中的影响进行建模分析。其分析方法从地貌学和地形学输入数据开始。根据研究区最后一次泥石流事件的洪水标志数据对模型进行了标定。利用FLO-2D模拟了500年的回归周期,并根据结果分析了不同选址情景下结构的最优选址。结构的预尺寸是在上述回归期由水流产生的冲击力的基础上进行的,目的是将它们定位在水流形成的深度很重要的特定点上,通过这种方式,将结构纳入数字高程模型,结果使我们能够将整个系统的深度减少1.4米,速度减少0.7米/秒。总之,结构使我们能够改善泥石流造成的减灾条件。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Debris Flow Modelling Incorporating Structural Mitigation Measures with FLO-2D
Debris flow is common in season of significant rainfalls, an area with this recurrent problem is Huaycoloro river basin in Lurigancho district, Lima-Perú, this paper objective is modeling Huaycoloro river basin debris flow impact analysis of the structures in these natural disasters with FLO-2D software. Methodology to analyze it began with geomorphology and topography input data. Model was calibrated according to data flood signs of last debris flows events in study area. Using FLO-2D, this is modeled for 500 years return period and according to results optimal location of structures were analyzed at different location scenarios. Pre-dimensioning of structures was done in base of impact force produced by flow for aforementioned return period with aim of location them at specific points where depth developed by flow is important, and this way, incorporate structures to digital elevation model and as results allowed us to reduce 1.4 meters depth and 0.7 m/s of velocity in all system compared to initial scenario without structures. In conclusion structures allows us to improve disaster mitigation conditions caused by debris flows.
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