Chapter
Apr 26, 2012
Forecast of Groundwater Flowrate in Tunnel by Integrated Approach
Authors: Feng Yong [email protected], Sun Qiang [email protected], and Fan Lei [email protected]Author Affiliations
Publication: Tunnel Management, Emerging Technologies, and Innovation
Abstract
When a tunnel comes through a deep beried tunnel in rocks abounding with groundwater, the most important problem is to compute the flowrate of groundwater. The key to compute the flowrate is to choose the right calculation method according to the regional hydro-geological characteristics. Based on the hydro-geological characteristics of the Dashuijing Tunnel, this paper chose three different geological dynamic methods to calculate the groundwater flowrate. The calculation result show that when the permeability reduces, the groundwater flowrate by Railway code formula and Fuluominlang method reduces in the form of index, the groundwater flowrate also reduces with an near-linear decrease by the non-uniform section two-dimensional flow formula. By considering about the non-uniform of the rock stratum in study area, we divided the area into several pieces. According to the three different methods, we forecast the groundwater flowrate in the Dashuijing tunnel by considering about the Railway code formula and the non-uniform section two-dimensional flow formula.
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© 2011 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Lecturer, School of CiVil Engineering, Henan University of Technology, Lianhua Street, Zhengzhou, Henan P.R. China 450001.E-mail: [email protected]
Lecturer, School of Resource and Earth Science, China Uiversity of Mining and Technology, Sanhuan Southern Road, Xuzhou, Jiangsu P.R. China 221116.E-mail: [email protected]
Engineer, Key Laboratory of Geotechnical Mechanics and Engineering of Water Resources Ministry, Yangtze River Scientific Research Institute, Huangpu big-street, Wuhan, Hubei P.R. China 430010.E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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