Water Inrush Analysis of the Longmen Mountain Tunnel Based on a 3D Simulation of the Discrete Fracture Network

• Published in: Open Geosciences 2017-01, Vol.9 (1), p.650-662
• Main Authors: Xiong, Ziming, Wang, Mingyang, Shi, ShaoShuai, Xia, YuanPu, Lu, Hao, Bu, Lin
• Format: Article
• Language: English
• Subjects: Discrete fracture networks; Engineering; Excavation; Geologic mapping; Geology; Hydrogeology; Longmen Mountain tunnel; Monte Carlo method; Monte Carlo simulation; Risk assessment; Simulation; Three-dimensional geological model; Tunnel construction; Water inflow; Water inrush; Water storage
• ISSN: 2391-5447; 2391-5447
• DOI: 10.1515/geo-2017-0049

The construction of tunnels and underground engineering in China has developed rapidly in recent years in both the number and the length of tunnels. However, with the development of tunnel construction technology, risk assessment of the tunnels has become increasingly important. Water inrush is one of the most important causes of engineering accidents worldwide, resulting in considerable economic and environmental losses. Accordingly, water inrush prediction is important for ensuring the safety of tunnel construction. Therefore, in this study, we constructed a three-dimensional discrete network fracture model using the Monte Carlo method first with the basic data from the engineering geological map of the Longmen Mountain area, the location of the Longmen Mountain tunnel. Subsequently, we transformed the discrete fracture networks into a pipe network model. Next, the DEM of the study area was analysed and a submerged analysis was conducted to determine the water storage area. Finally, we attempted to predict the water inrush along the Longmen Mountain tunnel based on the Darcy flow equation. Based on the contrast of water inrush between the proposed approach, groundwater dynamics and precipitation infiltration method, we conclude the following: the water inflow determined using the groundwater dynamics simulation results are basically consistent with those in the D2K91+020 to D2K110+150 mileage. Specifically, in the D2K91+020 to D2K94+060, D2K96+440 to D2K98+100 and other sections of the tunnel, the simulated and measured results are in close agreement and show that this method is effective. In general, we can predict the water inflow in the area of the Longmen Mountain tunnel based on the existing fracture joint parameters and the hydrogeological data of the Longmen Mountain area, providing a water inrush simulation and guiding the tunnel excavation and construction stages.