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吕斌泉, 冯晓腊, 熊宗海. 武汉古河道承压水井流理论及在基坑降水中应用[J]. 岩土工程学报, 2020, 42(3): 533-541. DOI: 10.11779/CJGE202003015
引用本文: 吕斌泉, 冯晓腊, 熊宗海. 武汉古河道承压水井流理论及在基坑降水中应用[J]. 岩土工程学报, 2020, 42(3): 533-541. DOI: 10.11779/CJGE202003015
LÜ Bin-quan, FENG Xiao-la, XIONG Zong-hai. Theory of artesian well flow in ancient river in Wuhan and its application in foundation pit dewatering[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 533-541. DOI: 10.11779/CJGE202003015
Citation: LÜ Bin-quan, FENG Xiao-la, XIONG Zong-hai. Theory of artesian well flow in ancient river in Wuhan and its application in foundation pit dewatering[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 533-541. DOI: 10.11779/CJGE202003015

武汉古河道承压水井流理论及在基坑降水中应用

Theory of artesian well flow in ancient river in Wuhan and its application in foundation pit dewatering

  • 摘要: 在分析武汉市古河道特殊水文地质条件的基础上,建立古河道水文地质模型,将古河道承压水井流问题概化为带状承压含水层中地下水向抽水井的运动问题;然后结合镜像法原理,引入吉林斯基势函数,推导出古河道承压、承压-无压完整井稳定流解析表达式。基于此,将其应用于基坑降水工程中,提出适用于古河道承压含水层中基坑涌水量计算方法;最后以武汉梨园广场地下停车场深基坑工程为例进行计算分析,并将结果与传统方法计算结果和实际监测数据分别进行对比,结果显示所述计算方法所得结果与基坑实际涌水量相对误差仅为7.4%,而采用传统大井法相对误差达到54.5%,验证了所提出计算方法的合理性。研究结果对于认识古河道承压含水层地下水井流规律以及指导基坑降水设计具有重要意义。

     

    Abstract: Based on the analysis of the special hydrogeological conditions of an ancient river in Wuhan, a hydrogeological model for the ancient river is established. The problem of artesian well flow in the ancient river is generalized to that of groundwater movement to pumping wells in belt-like artesian aquifers. Then, based on the principle of mirror method and the potential function, the formulas of steady flow for artesian and artesian-unartesian completely penetrating wells in the ancient river are derived. On this basis, it is applied to the foundation pit dewatering project, and a method for calculating the water inflow of the foundation pit of artesian aquifers in the ancient river is put forward. Finally, taking the deep foundation pit of the underground parking lot of Liyuan Plaza in Wuhan as an example, the calculated results are compared with those of the traditional methods and the actual monitoring data. The results show that the relative error between the calculated results and the actual water inflow of the foundation pit is only 7.4%, while the relative error of the traditional method is 54.5%, which verifies the rationality of the proposed method. The research results are of great significance for understanding the theory of artesian well flow in ancient rivers and for guiding the design of foundation pit dewatering projects.

     

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