Drawdown due to Pumping a Partially Penetrating Large-Diameter Well Using MODFLOW
Author:
Affiliation:
1. Scientist, National Institute of Hydrology, Roorkee-247 667, Uttarakhand. E-mail;
Publisher
American Society of Civil Engineers (ASCE)
Subject
Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0000066
Reference16 articles.
1. The drawdown near an abstraction well of large diameter under non-steady conditions in an unconfined aquifer
2. Harbaugh A. W. and McDonald M. G. (1996). “Programmer’s documentation for MODFLOW-96 an update to the U.S. Geological Survey modular finite-difference ground-water flow model.” U.S. Geological Survey Open-File Report No. 96-486 U.S. Geological Survey Washington D.C.
3. Digital model studies of unsteady-state radial flow to partially penetrating wells in unconfined anisotropic aquifers
4. Drawdown in a well of large diameter
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2. Closure to “Approximation of Well Function for Large Diameter Wells” by Sushil K. Singh;Journal of Irrigation and Drainage Engineering;2010-01
3. Closure to “Estimating Aquifer Parameters from Early Drawdowns in Large-Diameter Wells” by Sushil K. Singh;Journal of Irrigation and Drainage Engineering;2009-10
4. Closure to “Aquifer Parameters from Drawdowns in Large-Diameter Wells: Unsteady Pumping” by Sushil K. Singh;Journal of Hydrologic Engineering;2009-09
5. Closure to “Identifying Head Loss from Early Drawdowns” by Sushil K. Singh;Journal of Irrigation and Drainage Engineering;2009-08
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