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Table 3. Projected stream depletions from the combined well pumpages <br />at Seneca IIW and Yoast at .the end of simulation year 15, in. <br />the year 2004. <br /> <br /> <br />Constant- Maximum <br />Head Node~l> (ft3/d) <br /> <br />Deoletions~2i <br />(ac-ft/yr) Stream Depletion <br />as a Percentage <br />of well pumpage <br />(70 gpm) <br /> <br /> <br />ocation <br />1 0.302 0.003 0.000 Yampa River <br />2 -47.209 -0.396 0.350% Yampa above Grassy Creek <br />3 -4.307 -0.036 0.032% lower Fish Creek <br />4 -2.272 -0.019 0.017% lower Middle Creek <br />5 -1.939 -0.016 0.014% lower Trout Creek <br />6 -262.224 -2.197 1.946% Sage Greek Outlet Ditch <br />1 -8.933 -0.075 0.066% upper Middle Creek <br />8 -845.901 -7.089 6.278% Grassy Creek <br />9 -2.176 -0.018 0.016% upper Fish Creek <br />10 -381.642 -3.198 2.832% Sage Creek Reservoir <br />11 -72.661 -0.609 0.539% upper Sage Creek <br />12 -6.749 -0.05.7 0.050% upper Trout Creek <br />Total s -1635.711 -13.707 12.139% <br />Note: <br /> 1) refer to Figu re 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 />8333003.005 <br />