PART 12 Aquifer pumping tests - Dr. M. Zreda - University of Arizona
PART 12 Aquifer pumping tests - Dr. M. Zreda - University of Arizona
PART 12 Aquifer pumping tests - Dr. M. Zreda - University of Arizona
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<strong>Aquifer</strong> <strong>pumping</strong> <strong>tests</strong> 97<br />
When is u sufficiently small to use the Jacob logarithmic approximation?<br />
Look at u = r 2 S/4Tt and note that<br />
(1) u ∝ r 2 ⇒ small r or long t needed<br />
(2) u ∝ S ⇒ confined aquifer better; if unconfined then need long t<br />
(3) u ∝ 1/t ⇒ long time always good<br />
(4) u ∝ 1/T ⇒ large T good; if small T then need long t<br />
In summary, long t is always good.<br />
Distance-drawdown data<br />
At two or more observation wells at the same time:<br />
Let observation wells be: s(r 1 ) = s 1 and s(r 2 ) = s 2 , and r 2 > r 1 (i.e., also s 2 < s 1 ).<br />
Let<br />
s<br />
Q 2.25Tt<br />
---------<br />
4πT r 2 = ln --------------- Jacob approximation<br />
S<br />
∆h = s1– s2 =<br />
∆h<br />
Q<br />
---------<br />
4πT<br />
2.25Tt 2.25Tt<br />
ln---------------<br />
– ln--------------- 2 2<br />
r1S r2S Q<br />
--------- ⎛<br />
r2 --- ⎞<br />
4πT ⎝r⎠ 1<br />
2<br />
= ln<br />
Q r2 ∆h =<br />
--------- ln ---- Thiem equation !<br />
2πT r1 (Note that although this is not steady-state flow, Thiem equation works, by accident).<br />
Hydrogeology, 431/531 - <strong>University</strong> <strong>of</strong> <strong>Arizona</strong> - Fall 2007 <strong>Dr</strong>. Marek <strong>Zreda</strong>