## Predicting Well Drawdown at Different Pumping Rates

### Predicting Drawdown at Different Pumping Rates

See Also:

A primary reason for performing step drawdown test is to predict the performance of a well at different pumping rates.

Hantush-Bierschenk Analysis

To determine drawdown in a well at time t using the Hantush-Bierschenk method, the entire procedure must be performed. The resulting well loss coefficients B and C will be valid only for the time t selected for the test. This time is entered from Edit | Aquifer Parameters and is referred to delta T in the StepMaster program and documentation. Delta T is the time from the beginning of a step to the time at which Sw is determined for that step.

After the desired time is entered and the analysis completed, well loss coefficients B and C will be obtained. Drawdown in the well at time t can then be determined for any pumping rate using the equation:

and consistent units are maintained (Kruseman and de Ridder).

It is important to realize that B and C are dependent on t for the Hantush-Bierschenk method.

Eden-Hazel Method

Following analysis by the Eden-Hazel method, drawdown in a well at time t, and pumped at a constant rate Q can be estimated from the equation:

where:

a = the y-intercept of the graph obtained in Part 2 of the Eden-Hazel analysis in units of time/length2

b = the slope of the parallel lines graphed in Part 1 of the Eden-Hazel analysis in time/length2

c = the slope of the graph obtained in Part 2 of the Eden-Hazel analysis in units of time2/length5

sw is the drawdown in the well at time t

t = the time at which drawdown is determined

Q = the constant well discharge rate