Steady-state groundwater inflow into a circular tunnel

Tunnelling and Underground Space Technology

Volumn 32, Issue , 2012, Pages 158-167

  Butscher, Christoph ^a  

^a USA   (United States)

Author keywords

Boundary conditions; Drainage; Groundwater modeling; Tunnel inflow; Tunnel lining

Indexed keywords

CIRCULAR TUNNELS; DIFFERENT BOUNDARY CONDITION; DIRICHLET TYPE; DRAINAGE LAYER; GROUND WATER INFLOW; GROUND WATER TABLE; GROUNDWATER MODELING; GROUNDWATER MODELS; MODEL DOMAINS; NUMERICAL SOLUTION; ORDERS OF MAGNITUDE; TUNNEL DRAINAGE SYSTEMS; TUNNEL INFLOW; TUNNEL SUPPORT;

AQUIFERS; DRAINAGE; GROUNDWATER RESOURCES; HYDRAULIC CONDUCTIVITY; LININGS; NUMERICAL MODELS; TUNNEL LININGS;

BOUNDARY CONDITIONS;

BOUNDARY CONDITION; DRAINAGE; GROUNDWATER FLOW; HYDRAULIC CONDUCTIVITY; NUMERICAL MODEL; TUNNEL DESIGN; TUNNEL LINING;

EID: 84865660391     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2012.06.007     Document Type: Article

References (17)

1. Bear J. Dynamics of Fluids in Porous Media 1972, American Elsevier, New York.
2. Butscher C., Huggenberger P., Zechner E., Einstein H.H. Relation between hydrogeological setting and swelling potential of clay-sulfate rocks in tunneling. Eng. Geol. 2011, 122(2-4):204-214.
3. Butscher C., Einstein H.H., Huggenberger P. Effects of tunneling on groundwater flow and swelling of clay-sulfate rocks. Water Resour. Res. 2011, 47:W11520.
4. Diersch H.-J.G. FEFLOW - Finite Element Subsurface Flow & Transport Simulation System, Reference Manual 2009, DHI-WASY GmbH, Berlin, Germany.
5. El Tani M. Circular tunnel in a semi-infinite aquifer. Tunn. Undergr. Space Technol. 2003, 18(1):49-55.
6. El Tani M. Helmholtz evolution of a semi-infinite aquifer drained by a circular tunnel. Tunn. Undergr. Space Technol. 2010, 25:54-62.
7. Fernández G., Alvarez T.A. Seepage-induced effective stresses and water pressures around pressure tunnels. J. Geotech. Eng. 1994, 120(1):108-128.
8. Font-Capo J., Vázquez-Suñé E., Carrera J., Martí D., Carbonell R., Pérez-Estaun A. Groundwater inflow prediction in urban tunneling with a tunnel boring machine (TBM). Eng. Geol. 2011, 121(1-2):46-54.
9. Jacob C.E., Lohman S.W. Nonsteady flow to a well of constant drawdown in an extensive aquifer. Trans. Am. Geophys. Union 1952, 33(4):559-569.
10. Kolymbas D., Wagner P. Groundwater ingress to tunnels - the exact analytical solution. Tunn. Undergr. Space Technol. 2007, 22(1):23-27.
11. Lei S. An analytical solution for steady flow into a tunnel. Ground Water 1999, 37:23-26.
12. Maréchal J.-C., Perrochet P. Nouvelle solution analytique pour l'étude de l'interaction hydraulique entre les tunnels alpins et les eaux souterraines. Bull. Soc. Géol. Fr. 2003, 174(5):441-448.
13. Park K.-H., Owatsiriwong A., Lee J.-G. Analytical solution for steady-state groundwater inflow into a drained circular tunnel in a semi-infinite aquifer: a revisit. Tunn. Undergr. Space Technol. 2008, 23(2):206-209.
14. Perrochet P. Confined flow into a tunnel during progressive drilling: an analytical solution. Ground Water 2005, 43(6):943-946.
15. Perrochet P. A simple solution to tunnel or well discharge under constant drawdown. Hydrogeol. J. 2005, 13:886-888.
16. Perrochet P., Dematteis A. Modeling transient discharge into a tunnel drilled in a heterogeneous formation. Ground Water 2007, 45(6):786-790.
17. Yang S.-Y., Yeh H.D. A closed-form solution for a confined flow into a tunnel during progressive drilling in a multi-layer groundwater flow system. Geophys. Res. Lett. 2007, 34:L07405.