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堆石坝混凝土面板裂缝的渗流形态及计算模型
引用本文:王瑞骏,吕海东,李炎隆.堆石坝混凝土面板裂缝的渗流形态及计算模型[J].西北水资源与水工程,2008,19(1):15-18.
作者姓名:王瑞骏  吕海东  李炎隆
作者单位:[1]西安理工大学水利水电学院,陕西西安710048 [2]中国水电顾问集团成都勘测设计研究院,四川成都610072
基金项目:陕西省教育厅科学研究计划项目(03JK098)
摘    要:通过对面板裂缝特征及其渗流形态的分析,基于等宽缝隙稳定流的运动规律,研究建立了堆石坝混凝土面板裂缝的渗流计算模型。借助于该模型,使得面板裂缝渗流的有限元模拟计算成为可能。运用该计算模型,通过实例分析,本文获得了在面板产生大量裂缝情况下(非常工况)面板堆石坝的渗流变化规律。

关 键 词:混凝土面板  裂缝  渗流形态  计算模型

Seepage configuration and calculation model for the concrete face slab with cracks
Affiliation:WANG Rui-jun, LU Hai-dong, LI Yan-long (1. The Faculty of Water Resources and Hydroulic Power, Xi' an University of Technology, Xi' an, Shaanxi 710048, China; 2. Chengdu Hydroelectric Investigation & Design Institute, CHECC , Chengdu , Sichuan 610072, China)
Abstract:Based on the motion law of equal-width slit steady flow, by analyzing the characteristic of the concrete face slab cracks and its seepage configuration, the seepage calculation model for the concrete face slab cracks has studied and established. With this model, the calculation of seepage FEM simulation for the slab cracks become possible. Using this model, illustrated by an example, the seepage change law of CFRD under the extreme condition that there are so many cracks in the slab is obtained.
Keywords:concrete face slab  crack  seepage configuration  calculation model
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