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Original Articles

Investigation of the groundwater modelling component of the Integrated Water Flow Model (IWFM)

, &
Pages 2834-2848 | Received 10 Oct 2014, Accepted 29 Feb 2016, Published online: 08 Aug 2016

References

  • Allen, R.G., et al., 1998. Crop evapotranspiration - Guidelines for computing crop water requirements: Food and Agriculture Organization of the United Nations, Irrigation and Drainage Paper 56, 300 p.
  • Andersen, P.F., 1993. A manual for Instructional Problems for the USGS MODFLOW Model. Publication No. EPA/600/R-93/010. Available from: http://nepis.epa.gov/Exe/ZyPURL.cgi?Dockey=2000BHNI.txt [ Accessed June 2015].
  • BCDWRC (Butte County Department of Water and Resource Conservation). 2004. Butte Basin groundwater model update: Phase I Report, 57 p. Available from: http://www.buttecounty.net/Portals/26/Modeling/DWRC-Strategic-Plan-2011-2015.pdf [ Accessed September 2014].
  • BCDWRC (Butte County Department of Water and Resource Conservation). 2008a. Butte Basin groundwater model update: Phase II Report, 155 p. Available from: http://www.buttecounty.net/Portals/26/Modeling/CDM%20Butte%20Basin%20Model%20TM2%20FINAL.pdf [ Accessed September 2014].
  • BCDWRC (Butte County Dept. Water and Resource Conservation). 2008b. Butte Basin groundwater model update: Base case and water management scenario simulations, 25 p. Available from: http://www.buttecounty.net/Portals/26/Modeling/TM3BaseCaseScenario20080424.pdf [ Accessed September 2014].
  • Bedient, P.B. and Huber, W.C., 1992. Hydrology and flood plain analysis. 2nd edn. Addison-Wesley publishing company, p. 692. ISBN: 9780201517118.
  • Bellin, A., et al., 2016. A continuous coupled hydrological and water resources management model. Environmental Modelling & Software, 75, 176–192. doi:10.1016/j.envsoft.2015.10.013.
  • Brush, C.F. and Dogrul, E.C., 2013. User manual for the California Central Valley groundwater-surface water simulation model (C2VSim), version 3.02-CG. Available from: http://baydeltaoffice.water.ca.gov/modeling/hydrology/C2VSim/download/C2VSim_Users_Manual_Final.pdf [ Accessed September 2014].
  • Brush, C.F., Dogrul, E.C., and Kadir, T.N., 2013. DWR technical memorandum: development and calibration of the California Central Valley groundwater-surface water simulation model (C2VSim), version 3.02-CG. Available from: http://baydeltaoffice.water.ca.gov/modeling/hydrology/C2VSim/download/C2VSim_Model_Report_Final.pdf [ Accessed September 2014].
  • CADWR (California Department of Water Resources). 2015a. Integrated Water Flow Model (IWFM-2015): Theoretical Documentation. Central Valley Modeling Unit, Modeling Support Branch, Bay-Delta Office, Sacramento. Available from: http://baydeltaoffice.water.ca.gov/modeling/hydrology/IWFM/IWFM-2015/v2015_0_260/downloadables/IWFM-2015.0.260_TheoreticalDocumentation.pdf [ Accessed May 2015].
  • CADWR (California Department of Water Resources). 2015b. IWFM Demand Calculator (IDC-2015): Theoretical Documentation and User’s Manual, Central Valley Modeling Unit, Modeling Support Branch, Bay-Delta Office, Sacramento. Accessed from: http://baydeltaoffice.water.ca.gov/modeling/hydrology/IDC/IDC-2015/v2015_0_36/downloadables/IDC-2015.0.36_Documentation.pdf [ Accessed May 2015].
  • Campbell, G.S., 1974. A simple method for determining unsaturated conductivity from moisture retention data. Soil Science, 117 (6), 311–314. doi:10.1097/00010694-197406000-00001
  • Dale, L.L., et al., 2013. Simulating the impact of drought on California’s Central Valley hydrology, groundwater and cropping. British Journal of Environment and Climate Change, 3 (3), 271–291. doi:10.9734/BJECC/2013/2680
  • Danish Hydraulic Institute (DHI), 1999. Mike She pre- and post-processing user manual. Hørsholm, Denmark: DHI Software.
  • Dogrul, E.C., et al., 2016. Linking groundwater simulation and reservoir system analysis models: the case for California’s Central Valley. Environmental Modelling & Software, 77, 168–182. doi:10.1016/j.envsoft.2015.12.006
  • Dogrul, E.C., Kadir, T.N., and Chung, F.I., 2011. Root zone moisture routing and water demand calculations in the context of integrated hydrology. Journal of Irrigation and Drainage Engineering, 137 (6), 359–366. doi:10.1061/(ASCE)IR.1943-4774.0000306
  • Draper, A.J., et al., 2004. CalSim: Generalized model for reservoir system analysis. Journal of Water Resources Planning and Management, 130 (6), 480–489. doi:10.1061/(ASCE)0733-9496(2004)130:6(480)
  • Dupuit, J., 1863. Etudes Théoriques et Pratiques sur le Mouvement des Eau x dans les Canau x Découverts et a Travers les Terrains Perméables. 2nd edn. Paris: Dunod.
  • Efstratiadis, A., et al., 2008. Hydrogeios: a semi-distributed GIS-based hydrological model for modified river basins. Hydrology and Earth System Sciences, 12, 989–1006. doi:10.5194/hess-12-989-2008
  • Ercan, A., 2006. Verification problems for IWFM. Department of Water Resources, Bay-Delta Office, Modeling Support Branch, 42 p. Available from: http://baydeltaoffice.water.ca.gov/modeling/hydrology/IWFM/Publications/downloadables/Reports/IWFM_Verification.pdf [ Accessed September 2014].
  • Hantush, M.S. and Jacob, C.E., 1955. Non-steady radial flow in an infinite leaky aquifer. Transactions, American Geophysical Union, 36, 95–100. doi:10.1029/TR036i001p00095
  • Harbaugh, A.W. and McDonald, M.G., 1996a. User’s documentation for MODFLOW-96- An update to the U.S. Geological Survey modular finite-difference ground-water flow model, USGS Open-File Report 96-485. Available from: http://water.usgs.gov/software/code/ground_water/modflow/doc/ofr96485.pdf [Accessed July 2016].
  • Harbaugh, A.W. and McDonald, M.G., 1996b. Programmer’s documentation for MODFLOW-96, an update to the U.S. Geological Survey modular finite-difference ground-water flow model, USGS Open-File Report 96-486. Available from: http://water.usgs.gov/software/code/ground_water/modflow/doc/ofr96486.pdf [Accessed July 2016].
  • Harter, T. and Morel-Seytou X, H., 2013. Peer review of the IWFM, MODFLOW and HGS model codes: potential for water management applications in California’s central valley and other irrigated groundwater basins. Final Report, California Water and Environmental Modeling Forum, August 2013, Sacramento. Available from: http://www.cwemf.org/Pubs/GWModelsPeerReviewFinal.pdf [ Accessed September 2014].
  • Hatchett, S., Mann, R., and Zhang, B., 1997. Analysis of agricultural economics for the central valley project improvement act programmatic environmental impact statement. Presented at Western Agricultural Economics Association 1997, annual meeting, 13–16 July Reno/Sparks, NV.
  • Haushild, W. and Kruse, G., 1962. Unsteady Flow of Ground Water into a Surface Reservoir. Transactions, ASCE, 127, Part I, 408–415.
  • Howitt, R.E., et al., 2014. Economic analysis of the 2014 drought for California agriculture. Center for Watershed Sciences, University of California, Davis, California. 20p. Available from: https://watershed.ucdavis.edu/files/biblio/DroughtReport_23July2014_0.pdf [ Accessed September 2014].
  • Idaho Water Resources Board (IWRB), 2010. Treasure Valley future water demand, 74 p. Available from: http://www.idwr.idaho.gov/WaterBoard/WaterPlanning/CAMP/TV_CAMP/PDF/2010/09-29-2010_Water_Demand.pdf [ Accessed September 2014].
  • Kavvas, M.L., et al., 2004. Watershed environmental hydrology (WEHY) model, based on upscaled conservation equations: hydrologic module. Journal of Hydrological Engineering, 9 (6), 450–464. doi:10.1061/(ASCE)1084-0699(2004)9:6(450)
  • Kavvas, M.L., et al., 2006. Watershed environmental hydrology model: environmental module and its application to a California watershed. Journal of Hydrological Engineering, 11 (3), 261–272. doi:10.1061/(ASCE)1084-0699(2006)11:3(261)
  • Keller, J. and Robinson, A.R., 1959. Model study of interceptor drains. Proceedings. ASCE, September, 25–40.
  • Leavesley, G.H., et al., 1983. Precipitation-runoff modeling system: user’s manual. Denver, CO: US Geological Survey. 207 p. Water Resources Investigations Report 83-4238.
  • Markstrom, S.L., et al., 2008. GSFLOW–coupled groundwater and surface water FLOW model based on the integration of the precipitation-runoff modeling system (PRMS) and the modular groundwater flow model (MODFLOW-2005). Reston, VA: US Geological Survey. 240 p. Techniques and Methods 6-D1.
  • Maxwell, R.M., et al., 2014. Surface-subsurface model intercomparison: a first set of benchmark results to diagnose integrated hydrology and feedbacks. Water Resources Research, 50, 1531–1549. doi:10.1002/2013WR013725.
  • Miller, N.L., et al., 2009. Drought resilience of the California central valley surface-ground-water-conveyance system. JAWRA Journal of the American Water Resources Association, 45 (4), 857–866. doi:10.1111/jawr.2009.45.issue-4
  • Mittal, S., 2000. On the performance of high aspect ratio elements for incompressible flows. Computer Methods in Applied Mechanics & Engineering, 188 (1–3). 21 July 2000, pp. 269–287. doi:10.1016/S0045-7825(99)00152-8
  • Nalbantis, I., et al., 2011. Holistic versus monomeric strategies for hydrological modelling of human-modified hydrosystems. Hydrology and Earth System Sciences, 15 (3), 743–758. doi:10.5194/hess-15-743-2011
  • Refsgaard, J.C. and Henriksen, H.J., 2004. Modelling guidelines––terminology and guiding principles. Advances in Water Resources, 27 (1), 71–82. doi:10.1016/j.advwatres.2003.08.006
  • Scherberg, J., et al., 2014. Design of managed aquifer recharge for agricultural and ecological water supply assessed through numerical modeling. Water Resources Management, 28, 4971–4984. doi:10.1007/s11269-014-0780-2
  • Schmid, W., et al., 2006. User guide for the farm process (FMP1) for the US Geological Survey’s modular three-dimensional finite-difference groundwater flow model, MODFLOW-2000. (Book 6). Reston, VA: US Geological Survey. 127 p. Techniques and Methods 6-A17. Available from: http://pubs.usgs.gov/tm/2006/tm6A17/ [ Accessed September 2014].
  • Schroeder, P.R., et al., 1994. The Hydrologic Evaluation of Landfill Performance (HELP) Model: Engineering Documentation for Version 3, EPA/600/R-94/168b. U.S. Environmental Protection Agency Office of Research and Development, Washington, DC.
  • Sophocleous, M.A., et al., 1999. Integrated numerical modeling for basin-wide water management: the case of the Rattlesnake Creek basin in south-central Kansas. . Journal of Hydrology, 214 (1–4), 179–196. doi:10.1016/S0022-1694(98)00289-3
  • Sustainable Groundwater Management Act (SGMA), 2014. Cal. Assembly B. 1379,C.S.B., and Cal. Senate B. 1319 [online]. Available from: https://www.opr.ca.gov/docs/2014_Sustainable_Groundwater_Management_Legislation_092914.pdf [Accessed 4 January 2016].
  • Theis, C.V., 1935. The relation between the lowering of the Piezometric surface and the rate and duration of discharge of a well using ground-water storage. . Transactions, American Geophysical Union, 16, 519–524. doi:10.1029/TR016i002p00519
  • Therrien, R., et al., 2010. HydroGeoSphere—a three-dimensional numerical model describing fully-integrated subsurface and surface flow and solute transport (Draft), October 2010. Available from: http://www.ggl.ulaval.ca/fileadmin/ggl/documents/rtherrien/hydrogeosphere.pdf [Accessed July 2016].
  • Van Genuchten, M.T., 1980. A closed-form solution for predicting the conductivity of unsaturated soils. Soil Science Society of America Journal, 44, 892–898. doi:10.2136/sssaj1980.03615995004400050002x
  • Wang, H.F. and Anderson, M.P., 1982. Introduction to groundwater modeling: finite difference and finite element methods. San Diego, CA: Academic Press.

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