The Apply of Anisotropy Equivalent Flow Model in Research of Tunnel Drainage Influence Radius

Author:

Liu Zhi Chun1,Gao Xin Qiang2,Sun Ming Lei2

Affiliation:

1. Beijing Jiaotong University

2. Shijiazhuang Tiedao University

Abstract

Tunnel drainage influence range is a difficult hydrological problem. It relates directly to tunnel groundwater environment influence degree in construction and operation stages. Based on Shibanshan tunnel in Shijiazhuang-Taiyuan passenger line, this paper analyses influencing factor of tunnel drainage influence radius and flow transient process adopting heterogeneity and anisotropy equivalent flow models. This paper studies the tunnel drainage influence radius and construction progress , hydrology factors, geological factors and rainfall infiltration factors relations. Research results show that the influence factors are rock permeability, rainfall infiltration recharge and aquifer thickness on tunnel top, less influence factors are structure surface direction, anisotropy characteristic coefficient and primary support of the closed time. The conclusions will provide technical supports for evaluating the tunnel construction of groundwater environmental impact.

Publisher

Trans Tech Publications, Ltd.

Reference9 articles.

1. E.G. Youngs, A.R. Kacimov: Journal of Hydrology Vol. 303 (2004), p.271.

2. Dimitrios Kolymbas, Peter Wagner: Tunnelling and Underground Space Technology Vol. 22(2007), p.23.

3. Liu Dan, Yang Lizhong, Yu Sujun: Journal of Southwest Jiaotong University Vol. 36(2001), p.308, In Chinese.

4. Zhu Dali, Li Qiufeng: Geotechnical Investigaton & Surveying Vol. 29(2001), p.18, In Chinese.

5. China Railway First Survey and Design Institute Group Ltd: Railway Engineering Geology Manual (China Railway Publishing House, China 1999), In Chinese.

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