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WSP10538
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Last modified
1/26/2010 3:13:28 PM
Creation date
10/12/2006 4:22:54 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8149.911
Description
Miscellaneous Small Projects and Project Studies - SE Needs Assessment PSOP
State
CO
Basin
Arkansas
Water Division
2
Date
12/10/1998
Author
GEI Consultants
Title
SECWCD Arkansas Basin Future Water and Storage Needs Assessment
Water Supply Pro - Doc Type
Report/Study
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<br />095'2 <br /> <br />Water and Storage Needs Assessment <br />SECWCDI Assessment Enterprise <br />December 10, 1998 <br /> <br />represent the bulk of this potential water supply need. The supply/demand <br />comparisons have assumed that the Fry-Ark Project yield is 80,400 af per year. <br />Historical yield has been closer to 60,000 af per year. As municipal demand <br />increases, municipal entities will begin using greater amounts of Fry-Ark Project <br />water. Under the forecast, municipal entities will begin to use their Fry-Ark <br />supplies more heavily, approaching their 51 percent allocation by the year 2020. <br />This will impact current uses of Project water by agricultural users for <br />supplemental irrigation and replacement supplies for well depletions. <br /> <br /> Forecast Deficit (Acre-Feet) High Forecast :i~' <br />Region Year: Current 2010. ..2020 2030 2040- <br />Entities West of Pueblo 0 0 0 400 2,100 <br />Pueblo West 0 0 0 0 0 <br />Pueblo 0 0 0 0 0 <br />Fountain Valley 0 500 24.800 50,400 79,700 <br />Entities East of Puebio 0 0 0 0 0 <br />Total (High): 0 500 24,800 50,800 81,800 <br /> <br />A water supply/demand comparison was performed for each municipal entity as <br />described in Section 6 of the main report. The above tabulation summarizes results for <br />the high demand forecast. <br /> <br />5. Most of the municipal water supply entities have water rights to meet their 2040 <br />needs. However, storage capacity is needed to provide firm yield and to facilitate <br />water exchanges and management of imported water reuse. <br /> <br />6. Average annual agricultural water use in the District is estimated to be 825,000 af <br />(for ditches and canals between Pueblo and John Martin reservoirs). Agriculture <br />relies heavily on supplemental sources including transmountain water, Fry-Ark <br />water, Winter Water, storage reservoirs, and ground water, as indicated on Figure <br />ES-4. (Direct flow water accounts of86 percent of agricultural use in a "wet" year, <br />but only 65 percent in a "dry" year). As municipal demands increase, the amount <br />of Project water now available to agricultural entities will decline, as indicated in <br />Figure ES-S. Also, agricultural well users will need sources of replacement water <br />to offset well pumping effects on the Arkansas River. A third supply source that <br />may not be available to agricultural interests during the planning horizon is <br />transmountain water currently being purchased by the irrigation companies from <br />municipal entities. As municipal water use increases, this water, estimated to be <br /> <br />97411\FinaU\TEXT-AWPD <br /> <br />-iii- <br /> <br />~ GEl Consultants, Inc. <br />
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