An analysis of river bank slope and unsaturated flow effects on bank storage

Ground Water

Volumn 50, Issue 1, 2012, Pages 77-86

  Doble, Rebecca ^a   Brunner, Philip ^b,c   McCallum, James ^b,d   Cook, Peter G ^a,b,d  

^a CSIRO   (Australia)

^b FLINDERS UNIVERSITY   (Australia)

^c UNIVERSITY OF NEUCHÂTEL   (Switzerland)

^d NATIONAL CENTRE FOR GROUNDWATER RESEARCH AND TRAINING   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL MODEL; ANALYTICAL SOLUTIONS; BANK SLOPE; BANK STORAGE; CONVENTIONAL ANALYTICAL; CROSS SECTION; FIELD SCALE; FLOOD EVENT; FLOW MODEL; FULLY-COUPLED; HYDROGRAPHS; INFILTRATION RATE; MODEL BANKS; RETURN FLOW; RIVER BANK; SATURATED FLOW; STORAGE VOLUMES; UNCONFINED AQUIFERS; UNDERLYING MECHANISM; UNSATURATED FLOWS; WESTERN AUSTRALIA; WET SEASON;

AQUIFERS; BANKS (BODIES OF WATER); COMPUTER SIMULATION; HYDROGEOLOGY; INFILTRATION; MATHEMATICAL MODELS;

RIVERS;

GROUND WATER;

HYDROGRAPH; INFILTRATION; NUMERICAL MODEL; RIVER BANK; SLOPE; STREAMFLOW; UNSATURATED FLOW;

ARTICLE; COMPUTER SIMULATION; RIVER; THEORETICAL MODEL; WATER FLOW;

COMPUTER SIMULATION; GROUNDWATER; MODELS, THEORETICAL; RIVERS; WATER MOVEMENTS;

AUSTRALIA; FITZROY RIVER; QUEENSLAND;

EID: 84855306675     PISSN: 0017467X     EISSN: 17456584     Source Type: Journal    
DOI: 10.1111/j.1745-6584.2011.00821.x     Document Type: Article

References (22)

1. Birkhead, A.L., and C.S. James. 2002. Muskingum river routing with dynamic bank storage. Journal of Hydrology 264: 113-132.
2. Boufadel, M.C., M.T. Suidan, and A.S. Venosa. 1999. A numerical model for density-and-viscosity-dependent flows in two-dimensional variably-saturated porous media. Journal of Contaminant Hydrology 37, no. 1-2: 1-20.
3. Brunner, P., P.G. Cook, and C.T. Simmons. 2009. Hydrogeologic controls on disconnection between surface water and groundwater. Water Resources Research 45: W01422.
4. Brunner, P., C.T. Simmons, P.G. Cook, and R. Therrien. 2010. Modeling surface water-groundwater interaction with MODFLOW: some considerations. Ground Water 48, no. 2: 174-180; ISSN: 1745-6584.
5. Carsel, R.F., and R.S. Parrish. 1988. Developing joint probability distributions of soil water retention characteristics. Water Resources Research 24, no. 5: 755-769.
6. Chen, X., D.Y. Chen, and X. Chen. 2006. Simulation of baseflow accounting for the effect of bank storage and its implication in baseflow separation. Journal of Hydrology 327, no. 3-4: 539-549; ISSN: 0022-1694.
7. Chen, X., and X. Chen. 2003. Stream water infiltration, bank storage, and storage zone changes due to stream-stage fluctuations. Journal of Hydrology 280, no. 1-4: 246-264; ISSN: 0022-1694.
8. Cooper, H.H., and M.I. Rorabaugh. 1963. Ground-water Movements and Bank Storage Due to Flood Stages in Surface Streams. Washington: United States Department of the Interior, Geological Survey Water-Supply Paper 1536-J.
9. Hall, F.R., and A.F. Moench. 1972. Application of the convolution equation to stream-aquifer relationships. Water Resources Research 8, no. 2: 487-493.
10. Harbaugh, A.W., E.R., Banta, M.C., Hill, and M.G. McDonald, 2000. MODFLOW-2000, the US Geological Survey modular ground-water model - User guide to modularization concepts and the ground-water flow process. US Geological Society, Open-File Report 00-92. Reston, Virginia.
11. Hunt, B. 1990. An Approximation for the bank storage effect. Water Resources Research 26, no. 11: 2769-2775.
12. Li, H., M.C. Boufadel, and J.W. Weaver. 2008a. Quantifying bank storage of variably saturated aquifers. Ground Water 46, no. 6: 841-850.
13. Li, H., M.C. Boufadel, and J.W. Weaver. 2008b. Tide-induced seawater-groundwater circulation in shallow beach aquifers. Journal of Hydrology 352, no. 1-2: 211-224.
14. Lindsay, R.P., and D.P. Commander. 2005. Hydrological Assessment of the Fitzroy Alluvium. Western Australia: Department of Water, Hydrological Record Series HG 16.
15. McCallum, J.L., P.G. Cook, P. Brunner, and D. Berhane. 2010. Solute dynamics during bank storage flows and implications for chemical baseflow separation. Water Resources Research 46: W07541.
16. Moench, A.F., V.B. Sauer, and M.E. Jennings. 1974. Modification of routed streamflow by channel loss and baseflow. Water Resources Research 10, no. 5: 963-968.
17. Naba, B., M.C. Boufadel, and J. Weaver. 2002. The role of capillary forces in steady-state and transient seepage flows. Ground Water 40, no. 4, 407-415.
18. Niswonger, R.G., and D.E. Prudic. 2005. Documentation of the Streamflow-Routing (SFR2) Package to include unsaturated flow beneath streams-A modification to SFR1. USGS Techniques and Methods 6-A13. Reston, Virginia: USGS.
19. Rorabaugh, M.I. 1964. Estimating changes in bank storage and groundwater contribution to streamflow. International Association of Scientific Hydrology Publication 63: 432-441.
20. Sharp, J.M. Jr. 1977. Limitations of bank-storage model assumptions. Journal of Hydrology 35, no. 1-2: 31-47; ISSN: 0022-1694.
21. Therrien, R., R.G. McLaren, E.A. Sudicky, and S.M. Panday. 2006. HydroGeoSphere-a three-dimensional numerical model describing fully-integrated subsurface and surface flow and solute transport. Groundwater Simulation Group, Waterloo, Ont., Canada, Université Laval, University of Waterloo.
22. Whiting, P.J., and M. Pomeranets. 1997. A numerical study of bank storage and its contribution to streamflow. Journal of Hydrology 202, no. 1-4: 121-136.