In the recuperation test, water level can be depressed to any level and the discharge from the well can be calculated.

Volume of water entering the well, when the head recuperates by dh is given by the equation: dV=Adh

By pumping test method, the value of storage coefficient ranges was found to be in between 0.00005 to 0.005.

As the velocity of water is larger at the base, the width of base widens up and its diameter increases.

Since specific yield is the volume of water drained, the drainage of water depend on grain size, shape and compaction of stratum in the soil.

If the well is open, radial flow takes place all around the well and there is no flow from the bottom of the well.

A partially penetrating artesian well is the one in which the well screen does not penetrate to the full depth of the confined aquifer. Such wells extend only partly through the water bearing stratum.

When two wells are discharged, their drawdown curves intersect within their radii of zero drawdown. Thus the total discharge is increased.

Based on the assumption proposed by Dupuit’s theory, the velocity of flow is proportional to the tangent of the hydraulic agent instead of its sine.

K/A is known as the specific yield or specific capacity of an open well, in cubic meter per hour per square meter of the area through which water percolates.