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PERMFILE118804
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Last modified
8/24/2016 10:14:30 PM
Creation date
11/25/2007 5:56:15 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
A TWO DEMENSIONAL MODEL OF THE TROUT CREEK SANDSTONE SIMULATING THE EFFECTS OF PUMPA
Section_Exhibit Name
TAB 16 ATTACHMENT 16-2
Media Type
D
Archive
No
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• Table 2. Projected stream depletions from the Yoast well pumpage <br />at the end of simulation year 15, in the year 2004. <br />Stream Depletion <br />as a Percentage <br />Constant- Maximum Deoletions'Z' of well pumpage <br />Head Node"' (ft'/d) lac-ft/yrl (35 gpml Location <br />1 0.129 0.001 0.000 Yampa River <br />2 -65.039 -0.545 0.970% Yampa above Grassy Creek <br />3 -4.611 -0.087 0.070% lower Fish Creek <br />4 -2.472 -0.021 0.040% lower Middle Creek <br />5 -1.79 -0.015 0.026% lower Trout Creek <br />6 -242.039 -2.030 3.590% Sage Creek Outlet Ditch <br />7 -9.390 -0.079 0.140% upper Middle Creek <br />8 -691.980 -5.803 10.270% Grassy Creek <br />9 -6.266 -0.053 0.090% upper Fish Creek <br />10 -292.343 -2.450 4.340% Sage Creek Reservoir <br />11 -48.45 -0.406 0.720% upper Sage Creek <br />12 -0.915 _0.008 .1 °o upper Trout Creek <br />Totals -1365.166 -11.496 20.356% <br />Note: <br />1) refer to Figure 1 <br />2) Net change in flux through constant-head node <br />- Flow is from aquifer to stream <br />+ Flow is from stream to aquifer <br />• <br />
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