IMPACT OF SNOW COVER AND AIR TEMPERATURE ON GROUND FREEZING DEPTH AND STABILITY IN MOUNTAIN AREA

D. Frolov
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引用次数: 2

Abstract

During the construction of debris flow and snow avalanche protecting installation in the mountain regions the problem of fixation and stability of these constructions under the conditions of seasonally or permanently frozen ground arise. For this reason ground freezing depth estimation for winter periods 2015/16-2019/20 was performed on the basis of developed calculating scheme for Elbrus region. The calculating scheme for ground freezing is constructed on the basis of three layer media heat conductivity problem (snow cover, frozen and thawed ground) with phase transition on the boundary of frozen and unfrozen ground. Heat balance equation includes phase transition energy, inflow of heat from unfrozen ground and outflow to frozen ground, snow cover and atmosphere. The heat flux is calculated on basis of Fourier law as a product of heat conductivity and temperature gradient. It is supposed, that temperature changes in each media linearly.
积雪和气温对山区地面冻结深度和稳定性的影响
在山区泥石流、雪崩防护设施建设过程中,遇到了季节性或永久冻土条件下的固定与稳定问题。为此,根据开发的厄尔布鲁士地区冬季冻结深度估算方案进行2015/16-2019/20冬季冻结深度估算。冻土冻结的计算方案是基于三层介质导热问题(积雪、冻土和解冻地面),在冻土和解冻地面的边界上有相变。热平衡方程包括相变能、从冻土流入的热量和向冻土流出的热量、积雪和大气。根据傅里叶定律计算热流密度为导热系数与温度梯度的乘积。假定每种介质中的温度是线性变化的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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