Private solutions to design an innovative engineering structure for efficient debris flow control

G. Gavardashvili, E. Kukhalashvili, I. Iremashvili
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Abstract

Abstract There are hardly any sections in a debris flow channel, where flow movement, except for exceptions, would have a constant hydraulic regime and typical parameters. Therefore, in order to select regulating measures, the urgent means of assessment of the flow regime to totally cover its anomaly is needed. The solution of this question is associated with the full compatibility of laws with soil mechanics and hydraulics. Recently, the engineering problems related to debris flow, based on various considerations, have been realized by integrating the obtained differential equations. Especially important are the possibilities of a debris flow moving regime in prismatic beds described by the system of differential equations of various modifications. If rheological properties are neglected in the above equations, they are completely transformed into differential equations of non-uniform motion of Newtonian fluids. By considering the above-mentioned, the paper gives the calculation methods and practical example of designing an innovative debris flow control barrage, which was realized in the bed of the Mletis Khevi river gorge.
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私人解决方案,设计创新的工程结构,有效地控制泥石流
摘要泥石流沟道中几乎没有任何断面,除例外情况外,水流运动具有恒定的水力状态和典型参数。因此,为了选择调节措施,迫切需要一种能够完全覆盖异常流态的流态评估方法。这个问题的解决与土力学和水力学定律的完全兼容有关。近年来,基于各种考虑,泥石流相关的工程问题是通过对得到的微分方程进行积分来实现的。特别重要的是,用各种修正的微分方程系统来描述棱柱状床中泥石流运动状态的可能性。如果在上述方程中忽略流变性能,则将其完全转化为牛顿流体非均匀运动的微分方程。在此基础上,本文给出了设计一种新型泥石流控制拦河坝的计算方法和实例,该拦河坝是在姆勒提斯·科维河峡谷河床上实现的。
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