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The Hydrologic Impacts From the Diversion of Winter Flows of ...

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Figure 12.<br />

<strong>The</strong>is Solution:<br />

<strong>The</strong>issian Conditions<br />

An analytical solution developed by <strong>The</strong>is has <strong>the</strong> underlying<br />

assumptions:<br />

1) <strong>The</strong> aquifer has a semmingly infinite areal extent<br />

2) <strong>The</strong> aquifer is homogeneous, isotropic and <strong>of</strong> uniform<br />

thickness over <strong>the</strong> area.<br />

3) <strong>The</strong> piezometric surface are (nearly) horizontal over <strong>the</strong><br />

area<br />

4) <strong>The</strong> aquifer is pumped at Q constant discharge rate<br />

5) <strong>The</strong> pumped "ell penetrates <strong>the</strong> entire aquifer on<br />

receives water from <strong>the</strong> entire thickness <strong>of</strong> <strong>the</strong> aquifer<br />

horizontal flow.<br />

6) <strong>The</strong> aquifer is confined<br />

7) <strong>The</strong> flow to <strong>the</strong> well is in unsteady state<br />

thus<br />

by<br />

8) <strong>The</strong> water removed from storage is discharged instantaneously<br />

"ith <strong>the</strong> decline in head<br />

9) <strong>The</strong> diameter <strong>of</strong> <strong>the</strong> pumped lIell is very small<br />

10) <strong>The</strong> well is perfectly efficient<br />

1= (jW{U)<br />

tf-rr (Ao- h )<br />

*, tu{u.)<br />

~d<br />

t5:: Lful{:<br />

N·t<br />

4Tf;<br />

9~ dl%h~1.e<br />

T-:::.<br />

t;;<br />

r ~<br />

radlf/5<br />

h() -h '" 5" d("~dvwY]

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