Modeling the dynamics of the freshwater-saltwater interface in response to construction activities at a coastal site

International Journal of Environmental Science and Technology

Volumn 4, Issue 3, 2007, Pages 285-294

  Gallardo, A H ^a   Marui, A ^a  

^a NATIONAL INSTITUTE OF ADVANCED INDUSTRIAL SCIENCE AND TECHNOLOGY AIST   (Japan)

Author keywords

Construction; Freshwater saltwater interface; Groundwater; Numerical modeling; Salinity

Indexed keywords

AQUIFERS; COMPUTER SIMULATION; GROUNDWATER FLOW; NUMERICAL METHODS; SEAWATER; WATER ANALYSIS;

COASTAL AQUIFER; COASTAL ZONE; CONSTRUCTION; ESTUARINE FRONT; GROUNDWATER FLOW; GROUNDWATER POLLUTION; HUMAN ACTIVITY; NUMERICAL MODEL; SALINITY;

ASIA; EURASIA; FAR EAST; HONSHU; IBARAKI; JAPAN; KANTO; TOKAIMURA;

EID: 34447512473     PISSN: 17351472     EISSN: 17352630     Source Type: Journal    
DOI: 10.1007/BF03326286     Document Type: Article

References (23)

1. Anderson, M.P.; Woessner, W.W., (1992). Applied groundwater modeling. Simulation of flow and advective transport. Academic Press, USA.
2. Bear, J.; Cheng, A.H.D., Sorek, S.; Ouazar, D.; Herrera, I., (1999). Seawater intrusion in coastal aquifers - Concepts, Methods and Practices, Kluwer Academic, Dordretch, The Netherlands.
3. Doherty, J.; Brebber, L.; Whyte, P., (1994) PEST - Model independent parameter estimation., User's manual. Watermark Computing. Australia.
4. Gallardo, A.H.; Marui, A., (2006). Simulation of groundwater flow at the coastal area of J-PARC. AIST, Geological Survey of Japan, Geo-Barrier Group, technical report (in Japanese).
5. Gallardo, A.H.; Marui, A., (2007). Hydraulic properties of sedimentary deposits at the construction site of a proton accelerator (J-PARC), Japan. Earth Sci. Res. J. In Press.
6. Geographical Survey of Japan, (1997). Digital map 50 m grid (elevation), Nippon-II. Tsukuba, Japan.
7. Guo, W.; Langevin, C.D., (2002). User's guide to SEAWAT: a computer program for simulation of three-dimensional variable-density ground-water flow., US. Geological Survey Techniques of Water-resources Investigations Book 6, USA.
8. Holzbecher, E., (1998). Modeling density-driven flow in porous media. Principles, numeric, software., Springer, Heidelberg, Germany.
9. Inouchi, K.; Kakinuma, T., (1992). Behavior of coastal groundwater in layered aquifers interbedded with semipermeable layer. Jap. J. Limnology, 53 (3), 187-196.
10. Japan Meteorological Agency, (2007). Climatic Report of the Japan Meteorological Agency, available from http://www.jma.go.jp/jma/indexe.html
11. Kolditz, O.; Ratke, R.; Diersch, H.J.G.; Zielke, W., (1998). Coupled groundwater flow and transport: 1. Verification of variable density flow and transport models. Adv. Water Res., 21, 27-46.
12. Kooi, H.; Groen, J.; Leijnse, A., (2001). Modes of seawater intrusion during transgressions. Water Res. Res., 36, 3581-3590.
13. Langevin, C.D., (2001) Simulation of ground-water discharge to Biscayne Bay, southeastern Florida. U.S. Geological Survey Water-Resources Investigations Report 00-4251.
14. Langevin, C.D., (2003). Simulation of submarine ground water discharge to a marine estuary: Biscayne Bay, Florida. Ground Water, 41 (6), 758-771
15. Linsley, R.K.; Kohler, M.A.; Paulus, J.L., (1982). Hydrology for engineers. McGraw-Hill, New York.
16. McDonald, M.G., Harbaugh, A.W., (1988). A modular three-dimensional finite-difference ground-water flow model., US Geological Survey Techniques of Water Resources Investigations, Book 6.
17. Paniconi C.; Khlaifi, G.; Giacomelli, A.; Tarhouni, J., (2001) A modelling study of seawater intrusion in the Korba coastal plain, Tunisia. Phys. Chem. Earth (B), 25 (4), 345-351.
18. Sakamoto, T.; Tanaka, K.; Soya, T.; Noma, T.; Matsuno, K., (1972). Geology of the Nakaminato District., Geological Survey of Japan, Quadrangle Series, Tokyo (8), No. 11.
19. Sanchez Martos, F.; Pulido Bosch, A.; Calaforra, J.M., (1999). Hydrogeochemical processes in an arid region of Europe (Almeria, SE Spain) Appl. Geochem., 14, 735-745.
20. Varni, M.R.; Usunoff, E.J., (1999). Simulation of regional-scale groundwater flow in the Azul River basin, Buenos Aires Province, Argentina. Hydrogeol. J, 7, 180-187.
21. Ward, D.S.; Buss, D.R.; Mercer, J.W., Hughes, S.S., (1987). Evaluation of a groundwater corrective action at the Chem-Dyne hazardous waste site using a telescopic mesh refinement modeling approach. Water Res. Res., 23 (4), 603-617
22. Waterloo Hydrogeologic, (2005). Visual MODFLOW v. 4.1 User's Manual., Waterloo, Ontario.
23. Zheng, C.; Wang, P., (1999). MT3DMS, A Modular Three-Dimensional Multi-species Transport Model for Simulation of Advection, Dispersion, and Chemical Reactions of Contaminants in Groundwater Systems: Documentation and User's Guide., U. S. Army Corps of Engineers, US. Army Engineer Research and Development Center, Vicksburg, Mississippi, SERDP-99-1.