摘要
以杭州紫之隧道为例,采用地下水动力学法和有限元方法解决了隧道涌水量和地下水降深预测的问题,并且通过有限元方法,进一步研究了渗透系数、入渗系数、涌水量对隧道地区地下水降深的影响。
To Zizhi tunnel in Hangzhou as an example,groundwater dynamics method and finite element method are used to solve the problem of prediction of tunnel water inflow and groundwater depths. The influence of permeability coefficient,infiltration coefficient and water inflow on groundwater depths in tunnel area is further studied by finite element method.
作者
杨波
胥东
Yang Bo;Xu Dong(Zhejiang University of Technology,Hangzhou 310014,China;Hangzhou Urban Construction and Development Co.,Ltd.,Hangzhou 310001,China)
出处
《山西建筑》
2019年第19期117-119,共3页
Shanxi Architecture
关键词
隧道
渗透系数
有限元计算
地下水降深预测
tunnel
permeability coefficient
finite element calculation
prediction of groundwater dept
