Case Studies
Feb 6, 2012

Interpretation of Pumping Test with Radial Collector Well Using a Reservoir Model

Publication: Journal of Hydrologic Engineering
Volume 17, Issue 12

Abstract

This study proposes a reservoir model for evaluation of aquifer parameters from a long duration pumping test conducted with a radial collector pumping well and nine observation wells in an unconfined aquifer in the Tailan River basin of China. The proposed model, based on the concept of double continuum, was used to conceptualize the pumping test site into conduit and porous reservoirs coupled by a linear flow exchange for simulating flow during the pumping test. The set of model equations developed from the concept were solved by an iterative method. The model-simulated hydraulic heads agree reasonably well with the observation heads in both the pumping and observation wells at an average normalized root mean square error of 10.99 and 8.06%, respectively, during pumping but were weaker in the recovery period. This notwithstanding, the specific yield estimates compare well with the range obtained for a numerical modeling of the entire aquifer basin. Significantly, the model was applied successfully in simulating sustainable withdrawal rates from the aquifer and may be a useful tool for analyzing flows to radial collector wells for applications in water resources management.

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Acknowledgments

This research was supported by the special fund for “Key Technique for Groundwater Reservoir Construction in Arid Area (200901084)” of the Ministry of Water Resources, People’s Republic of China.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 17Issue 12December 2012
Pages: 1397 - 1407

History

Received: Sep 13, 2011
Accepted: Feb 3, 2012
Published online: Feb 6, 2012
Published in print: Dec 1, 2012

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Authors

Affiliations

Emmanuel Kwame Appiah-Adjei [email protected]
Ph.D. Student, State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, China; and Lecturer, Geological Engineering Dept., Kwame Nkrumah Univ. of Science and Technology, PMB, Kumasi, Ghana (corresponding author). E-mail: [email protected]
Longcang Shu
Professor, College of Hydrology and Water Resources, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, China; and Professor, State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, China.
Kwaku Amaning Adjei
Ph.D. Student, State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, China; and Lecturer, Civil Engineering Dept., Kwame Nkrumah Univ. of Science and Technology, PMB, Kumasi, Ghana.
Chengpeng Lu
Ph.D. Student, State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, China.
Mingjiang Deng
Senior Engineer, Dept. of Water Resources of Xinjiang, Xinjiang 830063, China.

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