The Hydrologic Impacts From the Diversion of Winter Flows of ...
The Hydrologic Impacts From the Diversion of Winter Flows of ...
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 />
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~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]