DISCUSSIONS AND CLOSURES
Aug 14, 2009

Closure to “Aquifer Parameters from Drawdowns in Large-Diameter Wells: Unsteady Pumping” by Sushil K. Singh

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Publication: Journal of Hydrologic Engineering
Volume 14, Issue 9
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References

Aron, G., and Scott, V. H. (1965). “Simplified solution for decreasing flow in wells.” J. Hydr. Div., 91(5), 1–11.
Carslaw, H. S., and Jaeger, J. C. (1959). Conduction of heat in solids, Oxford University Press, New Delhi.
Papadopulos, I. S., and Cooper, H. H. (1967). “Drawdown in a well of large diameter.” Water Resour. Res., 3(1), 241–244.
Sen, Z. (1986). “Determination of aquifer parameters by slope matching method.” Ground Water, 24(2), 217–223.
Sen, Z., and Altunkaynak, A. (2004). “Variable discharge type curve solutions for confined aquifers.” J. Am. Water Resour. Assoc., 40(5), 1189–1196.
Singh, S. K. (2000). “Simple method for confined-aquifer parameter estimation.” J. Irrig. Drain. Eng., 126(6), 404–407.
Singh, S. K. (2001). “Confined aquifer parameters from temporal derivative of drawdowns.” J. Hydraul. Eng., 127(6), 466–470.
Singh, S. K. (2002a). “Well loss estimation: Variable pumping replacing step drawdown test.” J. Hydraul. Eng., 128(3), 343–348.
Singh, S. K. (2002b). “Estimating dispersion coefficient and porosity from soil-column tests.” J. Environ. Eng., 128(11), 1095–1099.
Singh, S. K. (2003). “Treatment of stagnant zones in riverine advection dispersion.” J. Hydraul. Eng., 129(6), 470–473.
Singh, S. K. (2006a). “Diagnostic curve for estimating soil dispersivity and instantaneously injected mass.” J. Irrig. Drain. Eng., 132(3), 281–283.
Singh, S. K. (2006b). “Estimating dispersivity and injected mass from breakthrough curve due to instantaneous source.” J. Hydrol., 329(3–4), 685–691.
Singh, S. K. (2007). “Optimizing aquifer parameters from drawdowns in large diameter wells.” J. Irrig. Drain. Eng., 133(4), 411–413.
Singh, S. K. (2008a). “Aquifer parameters from drawdowns in large-diameter wells: Unsteady pumping.” J. Hydrol. Eng., 13(7), 636–640.
Singh, S. K. (2008b). “Diagnostic curve for confined aquifer parameters from early drawdowns.” J. Irrig. Drain. Eng., 134(4), 515–520.
Singh, S. K. (2008c). “Estimating aquifer parameters from early drawdowns in large-diameter wells.” J. Irrig. Drain. Eng., 134(3), 409–413.
Singh, S. K. (2009a). “Drawdown due to temporally varying pumping discharge: Inversely estimating aquifer parameters.” J. Irrig. Drain. Eng., 135(2), 257–260.
Singh, S. K. (2009b). “Closure to ‘Estimating aquifer parameters from early drawdowns in large-diameter wells’ by Sushil K. Singh.” J. Irrig. Drain. Eng., submitted.
Singh, S. K. (2009c). “Drawdown due to pumping a partially penetrating large diameter well using MODFLOW.” J. Irrig. Drain. Eng., 135(3), 388–392.
Singh, S. K. (2009d). “Closure to ‘Identifying head loss from early drawdowns’ by Sushil K. Singh.” J. Irrig. Drain. Eng., 135(4), 518–520.
Singh, S. K. (2009e). “Closure to ‘Optimizing aquifer parameters from drawdowns in large diameter wells’ by Sushil K. Singh.” J. Irrig. Drain. Eng., 135(2), 266–267.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 14Issue 9September 2009
Pages: 1042 - 1044

History

Received: Mar 24, 2009
Accepted: Apr 28, 2009
Published online: Aug 14, 2009
Published in print: Sep 2009

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Sushil K. Singh [email protected]
Scientist, National Institute of Hydrology, Roorkee-247 667, Uttarakhand, India. E-mail: [email protected]

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