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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>

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