Development and Analytical Verification of an Integrated 2-D Surface Water-Groundwater Model

Water Resources Management

Volumn 27, Issue 8, 2013, Pages 2989-3004

  Sparks, Tim D ^a   Bockelmann Evans, Bettina N ^a   Falconer, Roger A ^a  

^a CARDIFF UNIVERSITY   (United Kingdom)

Author keywords

DIVAST; DIVAST SG; Groundwater modelling; Integrated modelling; Surface water modelling

Indexed keywords

FLOODS; GROUNDWATER; RIVER POLLUTION; SURFACE WATERS; WATER QUALITY;

DIVAST; DIVAST-SG; GROUNDWATER MODELLING; INTEGRATED MODELLING; WATER MODELLING;

ANALYTICAL MODELS;

COASTAL WATER; ESTUARINE DYNAMICS; FLOODING; FLOW MODELING; GROUNDWATER; HYDRODYNAMICS; INTEGRATED APPROACH; MODEL TEST; MODEL VALIDATION; NUMERICAL MODEL; SURFACE WATER; TWO-DIMENSIONAL MODELING; WATER QUALITY;

EID: 84876955066     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-013-0327-y     Document Type: Article

References (31)

1. Bras RL (1990) Hydrology-an introduction to hydrologic science. Addison-Wesley Publishing Company Reading, USA.
2. Chen X (2003) Stream water infiltration, banks storage, and storage zone changes due to stream stage fluctuations. J Hydrol 280: 246-264.
3. Cooper HHJ, Rorabaugh MI (1963) Ground-water movements and bank storage due to flood stages in surface streams. U. S. Geological survey.
4. DHI (2008), Website of DHI Group, Software, Water Resources, MIKE-SHE, http://www. dhigroup. com/Software/WaterResources/MIKESHE. aspx accessed 18th Jan 2008.
5. Erduran KS, Kutija V, Macalister CR (2005) Finite volume solution to integrated shallow surface-saturated groundwater flow. Int J Numer Meth Fluid 49(7): 763-783.
6. Falconer RA (1986) Water quality simulation study of a natural harbour. J Waterway, Port, Coastal, Ocean Eng 112(1): 15-34.
7. Falconer RA (1992) Flow and water quality modelling in coastal and inland waters. J Hydraul Res, IAHR 30(4): 437-452.
8. Falconer RA (1993) An introduction to nearly horizontal flows. In: Coastal, Esturial And Harbour Engineers' Reference Book. ed. / M. B Abbott; W. A. Price: E & F N SPON (An imprint of Chapman & Hall), London.
9. Freeze RA (1972) Role of subsurface flow in generating surface runoff 1. Base flow contributions to channel flow. Water Resour Res 8(3): 609-623.
10. Gunduz O, Aral MM (2005) River networks and groundwater flow: a simultaneous solution of a coupled system. J Hydrol 301: 216-234.
11. Hussein M, Schwartz FW (2003) Modeling of flow and contaminant transport in coupled stream-aquifer systems. J Contam Hydrol 65: 41-64.
12. Jobson HE, Harbaugh AW (1999) Modifications to the Diffusion Analogy Surface-Water Flow model (DAFLOW) for coupling to the Modular Finite-Difference Ground-Water Flow model (MODFLOW). Reston, Virginia, U. S. Geological Survey: 59.
13. Lin Y-C, Medina MA Jr (2003) Incorporating transient storage in conjunctive stream-aquifer modeling. Adv Water Resour 26(9): 1001-1020.
14. McDonald MG, Harbaugh AW (1988) A modular three-dimensional finite difference ground-water flow model, U. S. Geological Survey.
15. Merrit ML, Konikow LF (2000) Documentation of a Computer Program to Simulate Lake-Aquifer Interaction using the MODFLOW Ground-Water flow model and the MOC3D Solute-Transport Model. Tallahassee, Florida, U. S. Geological Survey: 146p.
16. Morita M, Yen BC (2002) Modelling of conjunctive two-dimensional surface three-dimensional subsurface flows. J Hydraul Eng 128(2): 184-200.
17. Panday S, Huyakorn PS (2004) A fully coupled physically-based spatially distributed model for evaluating surface/subsurface flow. Adv Water Resour 27: 361-382.
18. Peaceman DW, Rachford-Jr HH (1955) The numerical solution of parabolic and elliptic differential equations. J Soc Ind Appl Math 3: 28-41.
19. Pinder GF, Sauer SP (1971) Numerical simulation of flood wave modification due to bank storage effects. Water Resour Res 7(1): 63-70.
20. Prudic DE, Konikow LF, Banta ER (2004) A New Streamflow-Routing (SFR1) Package to simulate stream-aquifer interaction with MODFLOW-2000. USGS, Carson City, 95.
21. Querner EP (1997) Description and application of the combined surface and groundwater flow model MOGROW. J Hydrol 192: 158-188.
22. Refsgaard JC, Storm B (1995) In: Singh VP (ed) Computer models of watershed hydrology. Water Resources Publications, Englewood, pp 809-846.
23. Restrepo JI, Montoya AM, Obeysekera J (1998) A wetland simulation module for the MODFLOW ground water model. Ground Water 36(5): 764-770.
24. Rushton KR (2007) Representation in regional models of saturated river-aquifer interaction for gaining/losing rivers. J Hydrol 334(1-2): 262-281.
25. Sokrut N (2001) A distributed coupled model of surface and subsurface dynamics as a tool for catchment management. Royal Institute of Technology, Stockholm.
26. Sophocleous M, Koussis A, Martin JL, Perkins SP (1995) Evaluation of simplified stream-aquifer depletion models for water rights administration. Ground Water 33(4): 579-588.
27. Spanoudaki K, Stamou AI, Nanou-Giannarou A (2009) Development and verification of a 3-D integrated surface water-groundwater model. J Hydrol 375(3-4): 410-427.
28. Sparks T (2007) Integrated surface water - Groundwater Mmodelling. PhD Thesis Cardiff University.
29. Stelling GS, Wiersma AK, Willemse JBTM (1986) Practical aspects of accurate tidal computations. J Hydraul Eng 112: 802-817.
30. Swain ED, Wexler EJ (1996) A Coupled surface-water and ground-water flow model (Modbranch) for simulation of stream-aquifer interaction. Techniques of Water-Resources Investigations of the United States Geological Survey, Book 6, Chapter A6.
31. Therrien R (2006) Modhms Peer Review Evaluation, Rene Therrien, December 23, 2006.