Laserfiche WebLink
Table 1. Projected stream depletion s. from Seneca IIW well pumpage <br />at the end of simulation year 15; in the year 2004. <br /> <br /> <br />Constant- <br />Head Node~ll <br /> <br />Maximum <br />(ft3/d) <br /> <br />Deoletions~z~ <br />(ac-ft/yr) Stream Depletion <br />as a Percentage <br />of well pumpage <br />(35 gpm) <br /> <br /> <br />ocation <br />1 0.246 0.002 0.000 Yampa River <br />2 -4.140 -0.035 0.061% Yampa above Grassy Creek <br />3 -0.181 -0.002 0.003% lower Fish Creek <br />4 -0.052 0.000 0.001% lower Middle Creek <br />5 -0.468 -0.004 0.007% lower Trout Creek <br />6 -86.508 -0.725 1.284% Sage Creek Outlet Ditch <br />7 -0.554 -0.005 0.008% upper Middle Creek <br />8 -1.888 -0.016 0.028% Grassy Creek <br />9 -1.830 -0.015 0.027% upper Fish Creek <br />10 -1.562 -0.013 0.023% Sage Creek Reservoir <br />11 -0.448 -0.004 0.007% upper Sage Creek <br />12 -0.808 -0.007 0.012% upper Traut Creek <br />T <br />l 98 8 457 <br />ota <br />s - <br />.194 -0. <br />23 1. <br />% <br />Note: <br />1) refer to Fig ure 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 />