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GGU-SLUGTEST: Solvation of the equations

By substituting and solving from the previous equations we get:

image-20250112-105109.png

and

image-20250112-105122.png

where:

y0 : Drawdown in well at t = 0 [m]

yt : Drawdown in well at t > 0 [m]

t : Time [s]

Re : Range [m]

The range Re of a slug or bail test was determined with the aid of an electro-analogue model. The following relationship applies for a perfect well (H = Lw):

image-20250112-105142.png

The following equation is used for an imperfect well:

image-20250112-105156.png

where H is defined as the distance between the groundwater base and the at-rest water level in metres. The coefficients A, B and C are determined from a diagram as a function of Le /rw.

We can write:

image-20250112-105212.png

where:

image-20250112-105230.png

Because D is known for each well, the result for the water level history as a function of the value of kf is:

image-20250112-105245.png

On the basis of this derivative, the principle of an evaluation after BOUWER & RICE (1976) rests upon finding a value for kf which minimises the deviation between the measured and the calculated water levels.

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