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某净化站边坡水池渗漏影响评估及处置建议
引用本文:鄢治华,刘志伟,申汝涛. 某净化站边坡水池渗漏影响评估及处置建议[J]. 长江科学院院报, 2009, 26(Z1)
作者姓名:鄢治华  刘志伟  申汝涛
作者单位:西北电力设计院,西安,710032
摘    要:某边坡位于黄河北岸的虎头嘴北侧,其坡顶设置了2个直径100 m的净化池.为了保障边坡稳定及净化池安全工作,必须对净化池的渗漏影响进行评估.根据边坡工程地质条件,对净化池的渗漏影响进行了模拟分析.结果表明:边坡下部存在的砂卵石层对净化池渗漏后的水起到很好的疏导作用,使净化池的渗漏影响控制在一个较小的范围之内.建议在边坡设计中应根据渗漏影响范围对边坡稳定性进行校核.

关 键 词:边坡  水池渗漏  渗漏模拟

Leakage Impact Assessment and Proposed Disposal of Some Decontamination Pool Slope
YAN Zhi-hua,LIU Zhi-wei,SHEN Ru-tao. Leakage Impact Assessment and Proposed Disposal of Some Decontamination Pool Slope[J]. Journal of Yangtze River Scientific Research Institute, 2009, 26(Z1)
Authors:YAN Zhi-hua  LIU Zhi-wei  SHEN Ru-tao
Affiliation:YAN Zhi-hua,LIU Zhi-wei,SHEN Ru-tao (Northwest Electric Power Design Institute,Xi'an 710032,China)
Abstract:The study slope is located at the north side of the Hutouzui of the north bank of the Yellow River,two pools with 100 meters diameter was set on the top of the slope.In order to protect the slope and the purification pools,we must evaluate the effect of leakage of the pools.Simulation analysis was carried out based on engineering geological conditions of the slope to evaluate the effect of the leakage of the purification tank.The results of the analysis shows that the existence of the sand and gravel layer ...
Keywords:slope  leakage of pool  leakage simulation  
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