Civil Engineering Reference
In-Depth Information
Figure 6.21 Vertical section through well, drawdown curves after 11 h of pumping
The drawdown
h(r,t) of the water table due to a pumping rate Q P around a well as a
function of distance r from the well's axis and time t in a homogeneous aquifer with
isotropic permeability k can be calculated as follows (Theis 1935):
Δ
(6.67)
where
is the so-called well function with
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