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<br /> I <br /> I'll:r:'! <br />7 <br />- <br /> I. I <br /> r. rable 9. <br /> I 10. <br /> I 11. <br /> I <br /> I 12. <br /> <br />'....: 1--' <br /> <br />CONTENTS <br /> <br />I- <br />I <br /> <br />Annual summary of distribution-model results for 27 years <br />of monthly, historically developed river diversions------- <br />Historic pumping data for Beaver CreeK valley--------------- <br />Simulated water budgets for Beaver Creek valley computed <br />during calibration---------------------------------------- <br />Steady-state water budgets computed by the model for five <br />'artificial-recharge configurations using median-diversion <br />recharge with estimated current pumping, Beaver Creek <br />valley---------------------------------------------------- <br />13. Monthly computed results from the twenty-seventh year of <br />simulating median-diversion recharge with estimated cur- <br />rent pumping, Beaver Creek valley------------------------- <br />14. Water budgets computed by the model for four artificial- <br />recharge configurations using median-diversion recharge <br />with computed increased pumping, Beaver Creek valley------ <br />15. Water budget computed by the model using all canals, <br />65 ponds, median-diversion recharge, and maximum computed <br />increased pumping, Beaver Creek valley-------------------- <br />16. Water budgets computed by the model for four artificial- <br />recharge configurations using median-diversion recharge <br />with estima~ed current pumping, Badger Creek valley------- <br />17. Water budget computed by the model using all canals, <br />65 ponds, median-diversion recharge, and increased pump- <br />.ing, Badger Creek valley---~------------------------------ <br />18. Water budget of changes in the South Platte River basin due <br />to the artificial-recharge project------------------------ <br />19. Altitude of water levels measured in the spring of 1978----- <br /> <br />I- <br /> <br />I <br />i <br />I <br />I <br /> <br />i <br />I <br />i " <br />I <br />, <br />I <br />, <br />, <br /> <br />i <br />I <br />, <br />I <br />I r' <br /> <br />i <br />I KETRIC CONVERSIONS <br /> <br />i Inch-pound units in this .report may be expressed as metric units by <br />, <br />ff the following conversion factors: <br /> <br />,'MuUiply By <br /> <br />'inch (in.) 25.40 <br />foot (ft) 0.3048 <br />'mile (mil 1.609 <br />~quare foot (ft2) 0.09290 <br />acre 0.4047 <br />square mi Ie (mi2) 2.590 <br />'cubic foot (ft3) 0.02832 <br />~cre-foot (acre-ft) 0.001233 <br />~ubic foot per second (ft3/s) 0.02832 <br />foot per second (f t/ s) 0.3048 <br />'foot per day (ft/d) 0.3048 <br />'gallon per minute per foot 17.90 <br />U(gal 1m i n) 1ft] <br /> <br />To obtain <br /> <br />1 <br />I <br />Page, <br />i <br />30' <br />43: <br />, <br />I <br />49 <br /> <br />62 <br /> <br />66. <br /> <br />, <br />72: <br />I <br /> <br />74 <br /> <br />76 <br /> <br />76 <br /> <br />79 <br />85 <br /> <br />use <br /> <br />mi 11 imeter <br />meter <br />ki lometer <br />square meter <br />hectare <br />square ki lometer <br />cubic meter <br />cubic hectometer <br />cubic meter per second <br />meter per second <br />meter per day <br />square meter per day <br /> <br />i <br />I <br />L_ <br /> <br />vj <br />