|
<br />COLORADO RIVER COMPACf WATER DEVEWPMENT PROJECTION
<br />November 2, 1995 FINAL REPORT
<br />
<br />TABLE 4
<br />
<br />ecommended Alternative (VI): Range of flows with full compact development between 3.079 maf and 3.855 maf. 50 % of remaining compact entitlement to reach 3.079 mar is allocated to each basin in order
<br />to reach 3.855 mai. The "Colorado River Future Depletion Schedule" is used as a check for bow full compact development might be reached.
<br />(A) (B) (C) (D) (E) (F) (0) (H) (I) (J) (K) (L) (M)
<br />Basin \ Subbasin Average Percent Present Day Lower Umit UpperUmit Lower Umit Upper Limit Upper Limit Lower Limit Instream Flow Paragraph 3 _graph 4
<br /> Annual Tcllll Max. Annual for Future forF\Jlme for Total for,Tcllll _Flow Instream Aow Appropriation (_J
<br /> Natural Na_ Consumption Development Development Consumption Consumption Appropriation Appropriation " ,
<br /> Flow Flow Adjusted ; -4,
<br /> (af) (%) (af) (af) (af) (af) (af) (af) (af) (af) (af) (af) '-.J
<br /> (Note 2) (4SO,425"'col. C) (B-D) (D+E) (D+F) (B-G) (B,H) (l) (1) (I,L) ~,()
<br /> (Note 1) (Note 3) (Note 6) '..;;J
<br /> 220,400 2.04% 15.400 9.194 205.000 24.594 220.400 195.806 0 195.806 0 195.806
<br /> 1.241.100 11.49% 112,800 51.772 225.213 164.572 338.013 1,076,528 903.088 1.076,528 903.088 173.441
<br /> 573.400 5.31% 62,800 23.919 225.213 86.719 288.013 486.681 285,388 486.681 285.388 201.294
<br /> 2.034,900 18.85% 191,000 84,886 655,425 275,885 846,425 1,759,015 1,188,475 1.759,015 1.188.475 570.540
<br /> 3.602.400 33.36% 1,261,500 150,274 225.213 1.503.500 1.503.500 2.098.900 2.098.900 2,098.900 2.098.900 0
<br /> 2,378,700 22.03% 497.600 99.227 225.213 596,827 722,813 1.781.873 1.655.888 1,181.873 1.655.888 125.986
<br /> 843.500 7.81% 78.000 35.187 225.213 124.000 303.213 719.500 540.288 719.500 540.288 179.213
<br /> 6,824,600 63,20% 1.837.100 284.688 675.638 2,224.327 2,529.525 4.600,273 4,295,075 4,600,273 4,295,075 305.198
<br />JUAN RIVER BASIN (N.ote 5) 1,938.200 17,95% 259.600 80.852 225.213 350.600 484,813 1,587,600 1,453.388 1..587,600 1,453.388 134,213
<br /> 10.797.700 100% 2,287,700 450.425 1.556.275 2,850,812 3,860.763 7.946.888 6.936.938 7.946.888 6,936,938 1.009.951
<br /> 341.000 341,000 341.000
<br /> 10,797,700 100.00% 2.628,700 450.425 1.556.275 3.191.812 4.201.763 7.946.888 f.936.938 7.946.888 6,936,938 1.009.951
<br />, e 1 ~ Value is lesser .of 50% .of 450,425 (225,213) .or Annual Natural Row (B) minus Annual Consumption (D). See detailed explanation .of column (F) on f.oll.owing page.
<br />2 w Maximum Annual C.onsumpti.on Adjusted is the maximum consumptien reported by USBR in their Consumptive Uses and Losses Report 1981-8.5 and tIlen
<br />adjusted te account fer maximum trans mountain diversions (1978) and more detailed information ci:mcerDing M&t uses as reported by tile USGS for -1985.
<br />3 - Value in column 'G reflects the maximum adjusted depletions in each basin to date, plus the full utilization of projects a1ieady In-place as defined in
<br />"ector_ado's Future Depletion Projectiens." Values fer the Mainstem, Delores and Sanjuan are greater than (D) plus (B) as a result, bowever, the values were never allowed t.o-be less than the sum .of (0) and (E).
<br />SI1lte Tetal .of (D) plus (E) equals 3.079 mai. See detailed explanation of celumn (0) on following page. .
<br />4 - The Little snake 'natural flew .of 220,400 acre-feet is only 47% of the total flow or only that portion .of the flow originating in CoI~do.
<br />5 - The San Juan natural flow .of 1,938,200 acre-feet is 88.18 % oftbe total flow or .only that portion of the flow originating in Colorado.
<br />~ 6 - Value in Column (H) must always be greater than value in Colwnn (0), however, it may net exceed value in Cotwnn (B). If net greater than Colwnn (0), value in Celumn (H) was set equal te value
<br />;"'_(6),
<br />
<br />
<br />\"':^"~;"-"";;;~';"'''<''''
<br />
|