TECHNICAL PAPERS
Jun 1, 2008

Numerical Simulation of Groundwater Flow with Gradually Increasing Heterogeneity due to Clogging

Publication: Journal of Irrigation and Drainage Engineering
Volume 134, Issue 3

Abstract

Well injection replenishes depleting water levels in a well field. Observation well water levels some distance away from the injection well are the indicators of the success of a well injection program. Simulation of the observation well response, located a few tens of meters from the injection well, is likely to be affected by the effects of nonhomogeneous medium, inclined initial water table, and aquifer clogging. Existing algorithms, such as the U.S. Geological Survey groundwater flow software MODFLOW, are capable of handling the first two conditions, whereas time-dependent clogging effects are yet to be introduced in the groundwater flow models. Elsewhere, aquifer clogging is extensively researched in theory of filtration; scope for its application in a well field is a potential research problem. In the present paper, coupling of one such filtration theory to MODFLOW is introduced. Simulation of clogging effects during “Hansol” well recharge in the parts of western India is found to be encouraging.

Get full access to this article

View all available purchase options and get full access to this article.

References

Bichara, A. F. (1986). “Clogging of recharge wells by suspended solids.” J. Irrig. Drain. Eng., 112, 210–224.
Chang, C. C., and Chen, C. S. (2002). “Field experiment and data analysis of a constant-head injection test with skin effects in a low-transmissivity aquifer.” TAO: Terr. Atmos. Ocean. Sci., 13(1), 15–38.
Desai, B. I., Gupta, S. K., Mistry, J. F., Shahdadpuri, H. A., Sharma, S. C., Shah, C. R., and Char, B. V. (1977). “Artificial recharge experiment for underground storage of water based on siphon principle.” PRL Rep. HYD-77-04, New York State Dept. of Environmental Conservation, Albany, N.Y.
Huissman, L., and Olsthoorn, T. N. (1983). Artificial groundwater recharge, Chap. 8, Pitman, London.
Hutchinson, A., and Randall, R. (1994). “Estimation of injection well clogging with the modified fouling index (MFI).” Proc., 2nd Int. Symp. on Artificial Recharge of Groundwater.
McDonald, M. G., and Harbaugh, A. W. (1988). “A modular three-dimensional finite-difference groundwater flow model—Techniques of water resources investigation.” 06-A1, U.S. Geological Survey, Washington, D.C.
Mesut, C. (2005). “Type curves for unsteady flow to a large diameter well in patchy aquifer.” J. Hydrol. Eng., 10(3), 200–204.
Moulton, L. K. (1980). “Highway subdrainage design.” Rep. FHWA-TS-80-224, Office of Resources and Development, Federal Highway Administration, Washington, D.C.
Pavelic, P., Dillon, P. I., Barry, K. E., Herczeg, A. L., Rattray, K. I., Hekmeijer, P., and Gerges, N. Z. (1998). “Well clogging effects determined from mass balances and hydraulic response at a stormwater ASR site.” Proc., Third Int. Symp. on Artificial Recharge of Groundwater, J. H. Peters, ed., Balkema, Amsterdam, The Netherlands, 61–67.
Rahman, M. A., Smerdon, E. T., and Hiler, E. A. (1969). “Effect of sediment concentration on well recharge in a fine sand aquifer.” Water Resour. Res., 5(3), 641–646.
Rebhun, M., and Schwarz, J. (1968). “Clogging and contamination processes in recharge wells.” Water Resour. Res., 4(6), 1207–1217.
Reddi, L. N. (2003). Seepage in soils: Principles and application, Wiley, Hoboken, N.J.
Reeves, M., Ward, D. S., John, N. D., and Cranwell, R. N. (1986). “Theory and implementation for SWIFT II.” The Sandia waste–isolation flow and transport model for fractured media, release 4.84, Sandia National Laboratories, Albuquerque, N.M.
Taylor, S. W., and Jaffe, P. R. (1990a). “Biofilm growth and related changes in the physical properties of a porous medium. 1: Experimental investigation.” Water Resour. Res., 26(90), 2153–2159.
Taylor, S. W., and Jaffe, P. R. (1990b). “Biofilm growth and related changes in the physical properties of a porous medium. 2: Permeability.” Water Resour. Res., 26(90), 2161–2169.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 134Issue 3June 2008
Pages: 400 - 404

History

Received: Feb 23, 2007
Accepted: Sep 7, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

Permissions

Request permissions for this article.

Authors

Affiliations

P. K. Majumdar
Scientist, National Institute of Hydrology, Roorkee, India.
M. Sekhar
Assistant Professor, Indian Institute of Science, Bangalore, India.
K. Sridharan
Former Professor, Indian Institute of Science, Bangalore, India.
G. C. Mishra
Emeritus Professor, Indian Institute of Technology, Roorkee, India.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share