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Constant-head test
1. Aquifers of infinite lateral extent
Assumptions:
✓aquifer is confined, isotropic, of infinite lateral extent;
✓two calculation schemes are available: (1) accounting and not accounting for leakage;
✓drawdown is estimated in the aquifer at any distance from the pumping well;
✓hydraulic head in the pumping well is constant during the test period;
✓storage capacity of the pumping well is included.
a b c
Hydrogeological conceptual schemes for constant-head test analysis: nonleaky confined aquifer (a); leaky confined aquifer (b ); unconfined aquifer (c). For leaky aquifer some other positions of aquifers and aquitards can be considered.
2. Radially heterogeneous aquifer
Assumptions:
✓general conditions for constant-head tests in nonleaky and leaky aquifers of infinite lateral extent;
✓a circular boundary along the external contour of the aquifer;
✓the pumping well is located in the center of the circular aquifer.
Radially heterogeneous aquifer: cross-section and plan view
To be analyzed are:
One well pumped at a constant drawdown
Pumping
References
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Sternberg Y.M. Some approximate solutions of radial flow problems // Journal of Hydrology. 1969. Vol. 33, N 2. P. 158–166.
Yang S.-Y., Yeh H.-D. A novel analytical solution for constant-head test in a patchy aquifer // International Journal for Numerical and Analytical Methods in Geomechanics. 2006. Vol. 30, N 12. P. 1213–1230.
Mishra S., Guyonnet D. Analysis of observation-well response during constant-head testing // Ground Water. 1992. Vol. 30, N 4. P. 523–528.
Chen C.-S., Chang C.-C. Well hydraulics theory and data analysis of the constant head test in an unconfined aquifer with the skin effect // Water Resources Research. 2003. Vol. 39, N 5, 1121, doi:10.1029/2002WR001516.