Evaluating interactions between groundwater and vadose zone using the HYDRUS-based flow package for MODFLOW

Vadose Zone Journal

Volumn 7, Issue 2, 2008, Pages 757-768

  Twarakavi, Navin Kumar C ^a   Šimůnek, Jirka ^a   Seo, Sophia ^b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b Department of Geology and Geological Engineering   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPARATIVE STUDY; EXPERIMENTAL STUDY; FLOW MODELING; GROUNDWATER FLOW; INFILTRATION; RECHARGE; VADOSE ZONE; WATER TABLE;

EID: 44949179803     PISSN: None     EISSN: 15391663     Source Type: Journal    
DOI: 10.2136/vzj2007.0082     Document Type: Article

References (36)

1. Brooks, R.H., and A.T. Corey. 1964. Hydraulic properties of porous media. Hydrol Pap. 3. Colorado State Univ., Fort Collins.
2. Carsel, R.F., and R.S. Parrish. 1988. Developing joint probability distributions of soil water retention characteristics. Water Resour. Res. 24:755-769.
3. Colbeck, S.C. 1972. A theory of water percolation in snow. J. Glaciol. 2:369-385.
4. Dunn, J.C. 1973. A fuzzy relative of the ISODATA process and its use in detecting compact well-separated clusters. J. Cybernetics 3:32-57.
5. Feddes, R.A., P.J. Kowalik, and H. Zaradny. 1978. Simulation of field water use and crop yield. Simulation Monogr. PUDOC, Wageningen, the Netherlands.
6. Gee, G.W., and D. Hillel. 1988. Groundwater recharge in arid regions: Review and critique of estimation methods. Hydrol. Processes 2:255-266.
7. Harbaugh, A.W., E.R. Banta, M.C. Hill, and M.G. McDonald. 2000. MODFLOW-2000, the U.S. Geological Survey modular ground-water model user guide to modularization concepts and the ground-water flow process. USGS, Denver, CO.
8. Hendrickx, J., and G. Walker. 1997. Recharge from precipitation. p. 19-38. In I. Simmers (ed.) Recharge of phreatic aquifers in (semi-) arid regions. A.A. Balkema, Rotterdam, the Netherlands.
9. Keese, K.E., B.R. Scanlon, and R.C. Reedy. 2005. Assessing controls on diffuse groundwater recharge using unsaturated flow modeling. Water Resour. Res. 41:W06010, doi:10.1029/2004WR003841.
10. Leij, F.J., W.J. Alves, M.Th. van Genuchten, and J.R. Williams. 1996. Th e UNSODA - Unsaturated Soil Hydraulic Database: User's manual version 1.0. Rep. EPA/600/R-96/095. USEPA Natl. Risk Manage. Res. Lab., Cincinnati, OH.
11. Lerner, D.N., A.S. Issar, and I. Simmers. 1990. Groundwater recharge: A guide to understanding and estimating natural recharge. Rep. 8. Int. Assoc. Hydrogeol., Kenilworth, UK.
12. Lilly, A. 1997. A description of the HYPRES database (Hydraulic Properties of European Soils). p. 161-184. In A. Bruand et al. (ed.) The use of pedotransfer functions in soil hydrology research. Proc. Worksh. of the Project "Using Existing Soil Data to Derive Hydraulic Parameters for Simulation Modelling in Environmental Studies and in Land Use Planning," 2nd, Orleans, France. 10-12 Oct. 1996. INRA, Orleans.
13. Lorenz, D.L., and G.N. Delin. 2007. A regression model to estimate regional ground water recharge. Ground Water 45:196-208.
14. Morel-Seytoux, H.J., P.D. Meyer, M. Nachabe, J. Touma, M.Th. van Genuchten, and R.J. Lenhard. 1996. Parameter equivalence for the Brooks-Corey and van Genuchten soil characteristics: Preserving the effective capillary drive. Water Resour. Res. 32:1251-1258.
15. Niswonger, R.G., D.E. Prudic, and R.S. Regan. 2006. Documentation of the Unsaturated-Zone Flow (UZF1) package for modeling unsaturated flow between the land surface and the water table with MODFLOW-2005. Techniques and Methods 6-A19. Available at http://pubs.usgs. gov/tm/2006/tm6a19/ (verified 14 Apr. 2008). USGS, Denver, CO.
16. Pikul, M.F., R.L. Street, and I. Remson. 1974. A numerical model based on coupled one-dimensional Richards and Boussinesq equations. Water Resour. Res. 10:295-302.
17. Prudic, D.E., L.F. Konikow, and E.R. Banta. 2004. A new Stream-Flow Routing (SFR1) package to simulate stream-aquifer interaction with MODFLOW-2000. Open-File Rep. 2004-1042. USGS, Carson City, NV.
18. Refsgaard, J.C., and B. Storm. 1995. MIKE SHE. p. 809-846. In V.P. Singh (ed.) Models of watershed hydrology. Water Resour. Publ., Highlands Ranch, CO.
19. Richards, L.A. 1931. Capillary conduction of liquids through porous mediums. Physics 1:318-333.
20. Scanlon, B.R. 2002. Choosing appropriate techniques for quantifying groundwater recharge. Hydrogeol. J. 10:18-39.
21. Schaap, M.G., F.J. Leij, and M.Th. van Genuchten. 2001. ROSETTA: A computer program for estimating soil hydraulic parameters with hierarchical pedotransfer functions. J. Hydrol. 251:163-176.
22. Seo, H.S., J. Šimůnek, and E.P. Poeter. 2007. Documentation of the HYDRUS package for MODFLOW-2000, the U.S. Geological Survey modular ground-water model. GWMI 2007-01. Int. Ground Water Modeling Ctr., Colorado School of Mines, Golden.
23. Shah, N., M. Nachabe, and M. Ross. 2007. Extinction depth and evapotranspiration from ground water under selected land covers. Ground Water 45:329-338.
24. Šimůnek, J., M.Th. van Genuchten, and M. Šejna. 2005. The HYDRUS-1D software package for simulating the one-dimensional movement of water, heat, and multiple solutes in variably-saturated media, Version 3.0. HYDRUS Softw. Ser. 1. Dep. of Environ. Sci., Univ. of California, Riverside.
25. Šimůnek, J., M.Th. van Genuchten, and M. Šejna. 2008. Development and applications of the HYDRUS and STANMOD software packages and related codes. Vadose Zone J. 7:587-600 (this issue).
26. Singh, V.P. 2002. Is hydrology kinematic? Hydrol. Processes 16:667-716.
27. Smith, R.E. 1983. Approximate sediment water movement by kinematic characteristics. Soil Sci. Soc. Am. J. 47:3-8.
28. Smith, R.E., and R.H.B. Hebbert. 1983. Mathematical simulation of interdependent surface and subsurface hydrologic processes. Water Resour. Res. 19:987-1001.
29. Thoms, R.B., R.L. Johnson, and R.W. Healy. 2006. User's guide to the Variably Saturated Flow (VSF) process for MODFLOW. Techniques and Methods 6-A18. Available at http://pubs.usgs.gov/tm/2006/tm6a18/ (verified 15 Apr. 2008). USGS, Reston, VA.
30. Uddameri, V., and M. Kuchanur. 2007. Estimating aquifer recharge in Mission River watershed, Texas: Model development and calibration using genetic algorithms. Environ. Geol. 51:897-910.
31. van Genuchten, M.Th. 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 44:892-898.
32. van Genuchten, M.Th., S.M. Lesch, and S.R. Yates. 1991. Th e RETC code for quantifying the hydraulic functions of unsaturated soils. Version 1.0. U.S. Salinity Lab., Riverside, CA.
33. Vauclin, M., J. Khanji, and G. Vachaud. 1979. Experimental and numerical study of a transient, two-dimensional unsaturated-saturated water table recharge problem. Water Resour. Res. 15:1089-1101.
34. Ward, S. 2002. Recharge and groundwater models: An overview. Hydrogeol. J. 10:110-120.
35. Wierenga, P.J., R.G. Hills, and D.B. Hudson. 1991. The Las Cruces trench site: Characterization, experimental results, and one-dimensional flow predictions. Water Resour. Res. 27:2695-2705.
36. Winter, T.C., J.W. Harvey, O.L. Franke, and W.M. Alley. 1998. Ground water and surface water a single resource. Circ. 1139. USGS, Denver, CO.