Method for calculating pumping and recharging confined water inside and outside excavations under suspended waterproof curtain

被引:0
|
作者
Wu Y. [1 ]
Shen S. [2 ]
机构
[1] College of Mechanical and Automotive Engineering, Shanghai University of Engineering Science, Shanghai
[2] College of Engineering, Shantou University, Shantou
关键词
confined aquifer; excavation; head difference; pumping-recharge action; waterproof curtain;
D O I
10.11779/CJGE20220564
中图分类号
学科分类号
摘要
The surrounding environment will be affected when the confined water in an excavation is pumped under a suspended waterproof curtain. The groundwater recharge can effectively control the groundwater drawdown outside the excavation so as to protect the environment. The existence of the waterproof curtain makes the head difference at two sides of the curtain during pumping and recharging of the confined water. The head difference is caused by the variation of seepage direction and path and the reduction of the seepage area. A series of equations to calculate the head difference during recharging outside the excavation are obtained by the numerical simulation regression method. The groundwater head difference during pumping-recharging action is the sum of the head difference during pumping and recharging, respectively. The proposed equations indicate that the head difference is related to the width of the waterproof curtain, the inserted depth of the waterproof curtain into the confined aquifer, the anisotropy of the aquifer, the thickness of the aquifer, and the hydraulic gradient under normal conditions. Finally, the proposed method is applied to a field case to verify its validity. © 2023 Chinese Society of Civil Engineering. All rights reserved.
引用
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页码:1971 / 1978
页数:7
相关论文
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