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非饱和土边坡降雨入渗规律分析

Analysis of rainfall infiltration law in unsaturated soil slope.

作者信息

Zhang Gui-rong, Qian Ya-jun, Wang Zhang-chun, Zhao Bo

机构信息

Geotechnical Engineering Institute of Nanjing Hydraulic Research Institute, Nanjing 210024, China ; State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing 210024, China.

出版信息

ScientificWorldJournal. 2014 Jan 30;2014:567250. doi: 10.1155/2014/567250. eCollection 2014.

Abstract

In the study of unsaturated soil slope stability under rainfall infiltration, it is worth continuing to explore how much rainfall infiltrates into the slope in a rain process, and the amount of rainfall infiltrating into slope is the important factor influencing the stability. Therefore, rainfall infiltration capacity is an important issue of unsaturated seepage analysis for slope. On the basis of previous studies, rainfall infiltration law of unsaturated soil slope is analyzed. Considering the characteristics of slope and rainfall, the key factors affecting rainfall infiltration of slope, including hydraulic properties, water storage capacity (θs - θr), soil types, rainfall intensities, and antecedent and subsequent infiltration rates on unsaturated soil slope, are discussed by using theory analysis and numerical simulation technology. Based on critical factors changing, this paper presents three calculation models of rainfall infiltrability for unsaturated slope, including (1) infiltration model considering rainfall intensity; (2) effective rainfall model considering antecedent rainfall; (3) infiltration model considering comprehensive factors. Based on the technology of system response, the relationship of rainfall and infiltration is described, and the prototype of regression model of rainfall infiltration is given, in order to determine the amount of rain penetration during a rain process.

摘要

在降雨入渗条件下非饱和土边坡稳定性的研究中,继续探究一场降雨过程中有多少降雨渗入边坡是值得的,而渗入边坡的降雨量是影响稳定性的重要因素。因此,降雨入渗能力是边坡非饱和渗流分析的一个重要问题。在以往研究的基础上,分析了非饱和土边坡的降雨入渗规律。考虑边坡和降雨的特点,运用理论分析和数值模拟技术,探讨了影响边坡降雨入渗的关键因素,包括水力特性、蓄水容量(θs - θr)、土壤类型、降雨强度以及非饱和土边坡的前期和后续入渗率。基于关键因素的变化,本文提出了三种非饱和边坡降雨入渗能力的计算模型,包括:(1)考虑降雨强度的入渗模型;(2)考虑前期降雨的有效降雨模型;(3)考虑综合因素的入渗模型。基于系统响应技术,描述了降雨与入渗的关系,并给出了降雨入渗回归模型的原型,以确定一场降雨过程中的降雨入渗量。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6f37/3929515/6caf50bf5e42/TSWJ2014-567250.001.jpg

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