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WSP03823
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Last modified
1/26/2010 12:52:20 PM
Creation date
10/12/2006 12:00:19 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8135.300
Description
Ditch Companies - Catlin
State
CO
Basin
Arkansas
Water Division
2
Date
1/29/1976
Author
D Helton R McCabe
Title
Catlin Transfer Plan and John Martin Permanent Pool Operation
Water Supply Pro - Doc Type
Report/Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />0672 <br /> <br />Water from these supplemental sourceS has amounted to an <br />annual average of 1,210 acre-feet during compact years 1949-73, <br />as shown on Table 3. <br /> <br />Estimates of the acreages of crops grown under the Catlin Canal <br />were made using data published for otero County in "Agricul- <br />tural Statistics, 1971." The percentage that each irrigated <br />acreage was to the total in the county was applied to 18,660 <br />acres to obtain the following values for crops under the Catlin <br />Canal: <br /> <br />Corn 32.79 percent 6,120 acres <br />Grain sorghums 12.62 percent 2,350 acres <br />Alfalfa 43.62 percent 8,140 acres <br />Sugar beets 6.58 percent 1,230 acres <br />Winter wheat 4.39 percent 820 acres <br /> <br />As part of its investigation for the Fryingpan-Arkansas project, <br />the USBR inspected the major irrigation systems in the Arkansas <br />Valley and estimated irrigation efficiencies. For the catlin <br />system, the estimates were as follows: <br /> <br />Canal losses <br />Lateral losses <br />On-the-farm losses <br /> <br />20 percent <br />10 percent <br />25 percent <br /> <br />These figures would combine (0.80 x 0.90 x 0.75) to form an <br />overall system efficiency of 54 percent. This efficiency corre- <br />sponds to average conditions, and it would actually increase <br />during dry years and decrease during wet years. consultation <br />with representatives of the U.S. Soil Conservation Service (SCS) <br />indicated that these figures are reasonable. <br /> <br />The USGS has developed a digital-computer model technique that <br />provides an estimate of return flow under the Catlin system. <br />It computes the percentage of applied irrigation water and pre- <br />cipitation that recharges the groundwater aquifer. The Arkansas <br />River Valley from Pueblo to the state line was modeled by divid- <br />ing the river into seven reaches and by calibrating with his- <br />toric data during 1964-68 including streamflow, irrigation <br />diversions, groundwater withdrawals by wells, and precipitation. <br />Recharge for the reach encompassing the catlin system was 23 <br />percent. This figure is not strictly identical to return flow <br /> <br />-12- <br />
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