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通过具有给水边界的基坑降水工程案例,结合地下水动力学的基本理论,讨论了该边界条件下降水参数的计算模型,以及不同井群布置下的水位分布特点,由此选择最佳降水方案,并总结了降水施工优化的一般性经验。
Based on the case of foundation pit dewatering with water supply boundary and the basic theory of groundwater dynamics, the calculation model of precipitation parameters under the boundary conditions and the water level distribution under different well group layouts are discussed. The optimum precipitation scheme is selected, And summed up the general experience of precipitation optimization.