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WSP10933
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Last modified
1/26/2010 3:15:20 PM
Creation date
10/12/2006 4:36:52 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8103
Description
Arkansas River Basin
State
CO
Basin
Arkansas
Water Division
2
Date
9/1/1968
Author
Unknown
Title
Water Legislation Investigations for the Arkansas River Basin in Colorado - Volume I - Summary Report
Water Supply Pro - Doc Type
Report/Study
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<br />10 <br /> <br /> <br />OQ1228 <br /> <br />Arkansas Valley is consumed and 20% returns to the ground water aquifer. <br />Using these values, depletion of the water resources in the Arkansas Valley <br />by pumping would have averaged about 8,500 acre-feet from 1940-1949, 66,000 <br />acre-feet from 1950-1959, and 135,000 acre-feet for the 1960-1964 period. <br />The depletions for 1964 would have approximated 182,000 acre-feet, or the <br />equivalent of a continuous flow of 500 cubic feet of water per second over <br />a 180 day growing season. By comparison, the flow at Canon City for 1964 <br />from April through September averaged 860 cfs. <br />As a result of the short water supply in the Arkansas Valley, computer <br />and mass diagram studies were run on all canals between Pueblo and the <br />state line. The studies were directed toward a determination of possible <br />variations in canal diversions for conditions (f) prior to the construction <br />of John Martin Reservoir, (2) after its construction, but before heavy <br />ground water use, and (3) during the period of heavy ground water use. <br />Computer studies were made of the flow at the Canon City gage and <br />the outflow at the State line to determine inflow-outflow trends for the <br />aforementioned three periods. The average annual flow at the Canon City <br />gage from 1924 through 1966 was 518,000 acre-feet. Flows were corrected <br />for diversions around the gage and other influences. If the flows in the <br />exceedingly high runoff years of 1942 and 1965 are excluded from the <br />study, the Canon City flow for pre- and post-John Martin conditions averaged <br />478,000 and 524,000 acre-feet respectively. The lower average flow reflects <br />the drouth of the 1930's for pre-John Martin conditions. <br />The outflow at the state I ine prior to the construction of John <br />Martin Reservoir (1924-1942) averaged 194,000 acre-feet, whereas it has <br />decreased to 175,000 acre-feet during recent years. The high runoff years <br />of 1942 and 1965 were excluded from these averages. <br />A mass diagram analysis of the state line flow vs. the Canon City flow <br />indicates an average loss from 1951 through 1966 at the state line of <br />approximately 105,000 acre-feet. The 1951 through 1966 period of study <br />includes periods of concentrated ground water withdrawal with higher <br />average annual depletions than for the 1942 through 1966 period. <br />Mass diagram studies of canal diversions from 1951 through 1966 <br />reveal an average annual decrease of approximately 113,000 acre-feet, <br />
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