Steady-state groundwater flow model with variable hydraulic conductivity

Hydrological Sciences Journal

Volumn 52, Issue 1, 2007, Pages 221-229

  Altunkaynak, Abdüsselam ^a  

^a ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Darcy law; Groundwater; Steady state flow; Type curve; Variable hydraulic conductivity

Indexed keywords

AQUIFERS; CURVE FITTING; HYDRAULIC CONDUCTIVITY; MATHEMATICAL TRANSFORMATIONS; STEADY FLOW;

DARCIAN FLOW; RADIAL DISTANCE; RADIAL HYDRAULIC CONDUCTIVITY; TRANSMISSIVITY;

GROUNDWATER FLOW;

AQUIFER; ARTESIAN WELL; DARCY LAW; FLOW MODELING; GROUNDWATER FLOW; HYDRAULIC CONDUCTIVITY; RADIAL FLOW; STEADY-STATE EQUILIBRIUM;

EID: 33846844918     PISSN: 02626667     EISSN: None     Source Type: Journal    
DOI: 10.1623/hysj.52.1.221     Document Type: Article

References (21)

1. Albertson, M. L., Barton, J. R. & Simom, D. B. (1960) Fluid Mechanics for Engineers. Prenctice-Hall, Englewood Cliffs, New Jersey, USA.
2. Altunkaynak, A. (2005) Doǧrusal olmayan yeraltι su akιmlarιn incelenmesi (Investigation of nonlinear groundwater flows, in Turkish). PhD Thesis, Institute of Science and Technology, Istanbul Technical University, Istanbul, Turkey.
3. Barker, J. A. & Herbert, R. (1977) Non-Darcy flow and its implications to seepage problem. J. Irrig. Drain. Div. ASCE 4, 459-473.
4. Barker, J. A. & Herbert, R. (1982) Pumping test in patchy aquifers. Ground Water 20(2), 150-155.
5. Bear, J. (1979) Hydraulics of Groundwater. McGraw-Hill, New York, USA.
6. Darcy, H. (1856) Les Fontaines Publique de la Ville de Dijon. Victor Dalmond, Paris, France.
7. Hantush, M. S. (1964) Hydraulics of wells. In: Advances in Hydrosciences (ed. by V. T. Chow), vol. I, 281-432. Academic Press, New York, USA.
8. Muskat, M. (1937) The Flow of Homogeneous Fluids through Porous Medium. McGraw-Hill, New York, USA.
9. Nightangel, H. I. & Bianchi, W. C. (1973) Groundwater recharge for urban use. Ground Water 11(6), 36-43.
10. Papadopulos, I. S. & Cooper, H. H. (1967) Drawdown in a well of large diameter well. Water Resour. Res. 3, 241.
11. Şen, Z. (1986) Volumetric approach to non-Darcy flow in confined aquifers. J. Hydrol. 87, 337-350.
12. Şen, Z. (1987) Type curves in patchy aquifers. J. Hydrol. 95, 277-287.
13. Şen, Z. (1988a) Type curves for two-regime well flow. J. Hydraul. Engng ASCE 114(12), 1461-1489.
14. Şen, Z. (1988b) Analytical solution incorporating non-linear radial flow in confined aquifers. Water Resour. Res. 24(4), 601-606.
15. Şen, Z. (1989) Nonlinear flow toward wells. J. Hydraul. Engng ASCE 115(12), 193-210.
16. Şen, Z., (1995) Applied Hydrogeology for Engineers and Scientists, CRC Lewis Publishers, Boca Raton, Florida, USA.
17. Streltsova, T. D. (1978) Well hydraulics in heterogeneous aquifer formations. In: Advances in Hydrosciences (ed. by V. T. Chow), vol. II, 357-423. Academic Press, New York, USA.
18. Theis, C. V. (1935) The relation between lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage. Trans. Am. Geophys. Union Part 2, 519.
19. Thiem, G. (1906) Hydrologische Methoden. Gebhart, Leipzig, Germany.
20. Todd, D. K. (1985) International recharge projects. Seminar on artificial recharge of groundwater. Ahmedabad, Central Ground Water Board, Govt of India, 23-26.
21. Vandenberg, A. (1977) Pumping test in heterogeneous aquifers. J. Hydrol. 34, 45-62.