TECHNICAL PAPERS
Jan 1, 1995

Ground-Water Flow into Nonpenetrating Well

Publication: Journal of Irrigation and Drainage Engineering
Volume 121, Issue 1

Abstract

Experiments to study the performance of a cavity well (nonpenetrating well) have been conducted in both the laboratory and the field. Laboratory tests were performed on a simulated sand-tank model that reproduced the flow into the well on a reduced scale. Field tests were conducted on observation wells, drilled and installed at the Shaldahari watershed in the Midnapore district of West Bengal, India. Results have been analyzed by the finite-element method, and a reasonably good agreement with computed values has been indicated. Performance of a cavity well is found to be influenced by aquifer material properties and thickness of the confining layer. Studies have been made of leaky as well as nonleaky flow under steady and nonsteady conditions.

Get full access to this article

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

References

1.
Chauhan, H. S., Jaiswal, C. S., and Seth, H. B. S. (1975). “Analysis of flow to a nonpenetrating well in an artesian aquifer.”J. Instn. of Engrs., Calcutta, India, 56(CI2), 46–47.
2.
Gulati, N. D. (1946). Annual Report of Central Board of Irrigation and Power . Publ. No. 38, Govt. of India Press, Simla, India.
3.
Huang, Y. H., and Sonnenfeld, S. L.(1974). “Analysis of unsteady flow towards an artesian well by three-dimensional finite elements.”Water Resour. Res., 10(3), 591–596.
4.
Indian Inst. of Technol. (I.I.T.) (1978). “Water use and management for agricultural production.”Annu. Rep., Ford Foundation Scheme, Agricultural Engrg. Dept, Kharagpur, India.
5.
Kanwar, R. S., and Johnson, H. P. and Chauhan(1979). “Nonsteady flow to a nonpenetrating well.”Proc., J. Irrig. Drain Div., ASCE, New York, N.Y., 105(1), 45.
6.
Khader, M. H. A., and Ramadurgiah, D.(1976). “Unsteady Flow to a nonpenetrating artesian well.”Ground Water, 14(2), 200–204.
7.
Kruseman, G. P., and De Ridder, N. A. (1970). “Analysis and evaluation of pumping test data.” IILRI, Bull. No. 11, Wageningen, The Netherlands.
8.
Lal, M., Jaiswal, C. S., and Chauhan, H. S. (1978). “Electrolyte tank model study of flow to a cavity well.”J. Instn. of Engineers, Calcutta, India, 59(CI4), 157–160.
9.
Mishra, A. P., and Anjaneyulu, B.(1971). “Discharge through cavity well.”J. Agric. Engrg., 8(2), 12–18.
10.
Muskat, M. (1946). Flow of homogeneous fluids through porous media . J. W. Edwards Inc., Ann Arbor, Mich.
11.
Sanghi, A.(1953). “Design of tubewells for irrigation III.”J. Instn. of Engrs., India, 34(2), 259–276.
12.
Sarkar, T. K. (1975). “Exact solution of unsteady state cavity well hydraulics.”J. Agric. Engrg., 12(3-4), 1–4.
13.
Sarkar, T. K. (1979). “Determination of aquifer characteristics from the cavity well hydraulic analysis.”J. Agric. Engrg., 12(3-4), 5–6.
14.
Sarkar, T. K., and Rao, M. S. (1979). “Simplified solution of unsteady state cavity well hydraulics and comparison with other methods.”Analysis of fluid flow phenomena in cavity well, A.P. Mishra and J. Singh, eds., Indian Inst. of Technol. (I.I.T.), Kharagpur, India.
15.
Singh, K. K. (1981). “Hydraulic performance of cavity wells,” PhD thesis, Indian Inst. of Technol. (I.I.T.), Kharagpur, India.
16.
Winnicki, L. A., and Zienkiewicz, O. C. (1979). “Plastic (or visco-plastic) behavior of axisymmetric bodies subjected to nonsymmetric loading—semi-analytical finite element solution.”Int. J. Numerical Methods in Engrg., Vol. 14, 1399–1412.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 121Issue 1January 1995
Pages: 8 - 21

History

Published online: Jan 1, 1995
Published in print: Jan 1995

Permissions

Request permissions for this article.

Authors

Affiliations

Kamala K. Singh
Assoc. Prof., Dept. of Irrig. and Drain. Engrg., G. B. Pant Univ. of Agric. and Technol., Pantnagar 263 145, U.P., India.
Shambhu P. Dasgupta
Assoc. Prof., Dept. of Civ. Engrg., Indian Inst. of Technol. Kharagpur 721 302, West Bengal, India.
Akhilesh P. Mishra
Dept. of Agric. Engrg., Rajendra Agric. Univ., Pusa, Bihar, India.
Triveni P. Ojha
Depty Dir. General, Agric. Engrg. I.C.A.R., Krishi Bhavan, New Delhi, 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