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2.
Ground Water ; 45(2): 168-77, 2007.
Article in English | MEDLINE | ID: mdl-17335481

ABSTRACT

When a fully penetrating well pumps an ideal unconfined aquifer at steady state, the water table usually does not join the water level in the well. There is a seepage face inside the well, which is a key element in evaluating the well performance. This problem is analyzed using the finite-element method, solving the complete equations for saturated and unsaturated flow. The seepage face position is found to be almost independent of the unsaturated zone properties. The numerical results are used to test the validity of several analytic approximations. Equations are proposed to predict the seepage face position at the pumping well for any well drawdown, and the water table position at any distance from the pumping well for any in-well drawdown. Practical hints are provided for installing monitoring wells and evaluating well efficiency.


Subject(s)
Water
3.
Ground Water ; 44(2): 300-5, 2006.
Article in English | MEDLINE | ID: mdl-16556212

ABSTRACT

In a coastal environment, tide-induced head fluctuations can complicate the interpretation of drawdown data from pumping tests. For confined aquifers and sinusoidal tides, the superposition principle can be used to obtain a closed-form solution. After subtracting the net tidal effects, the drawdown data become amenable to the standard analyses. Numerical simulations have shown that the method is reliable when the distance of the monitoring well to the well does not exceed 10% of the distance between the well and the tidal boundary.


Subject(s)
Models, Theoretical , Water Movements , Water Supply
4.
Ground Water ; 40(4): 385-9, 2002.
Article in English | MEDLINE | ID: mdl-12113357

ABSTRACT

Starting from the equations of Theis and Cooper-Jacob, two new mathematical methods are proposed for interpreting the residual drawdown data for an infinite confined aquifer. Under Theis' assumptions and using the Cooper-Jacob approximation, the principal aquifer characteristics of transmissivity, pumping storativity, and recovery storativity are expressed without any correction or additional assumption. An actual case is used for illustration and confirms the validity of proposed equations and methods.


Subject(s)
Models, Theoretical , Water Movements , Water Supply , Reproducibility of Results , Soil
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