Determination of the abrasion of aprons of dams by debris flow

M. E. Banihabib, M. Iranpoor
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引用次数: 4

Abstract

This paper presents an empirical equation for the quantitative determination of the abrasion rate of concrete stilling basins by the impact of sediment in debris flow. The grain size in the experiments is not as big as the grain size of natural debris flow and the independent contribution of sediment impact on abrasion is not reported in previous studies. Therefore, the independent contribution of coarse-grain sediments impact on concrete slab investigated in this paper using two sets of experiments. Linear, power and exponential correlation equations were developed relating abrasion and cumulative potential energy per unit weight of concrete stilling basin using the first set of experiments. The equations were verified using a second set of experiments. The power equation was selected using the mean absolute relative error as the criterion. The study reveals that the reduced effect of water is less than 10% for dimensionless depth smaller than one.
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泥石流对坝围磨损的测定
本文提出了一个定量确定泥石流中泥沙冲击对混凝土静力池磨损率的经验方程。实验中的粒度没有天然泥石流的粒度大,泥沙冲击对磨损的独立贡献在以往的研究中未见报道。因此,本文采用两组试验研究粗粒沉积物对混凝土板冲击的独立贡献。通过第一组试验,建立了混凝土消水盆单位重量磨损与累积势能的线性、幂和指数相关方程。用第二组实验验证了这些方程。以平均绝对相对误差为准则选择功率方程。研究表明,对于小于1的无量纲深度,水的降低效应小于10%。
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