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WSP06720
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Last modified
1/26/2010 2:24:03 PM
Creation date
10/12/2006 1:50:25 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8111.831
Description
Arkansas River Compact Administration - Article VIII Investigations
Basin
Arkansas
Date
1/1/1985
Author
David Pope
Title
Report to the ARCA regarding Article VIII (H) Investigation of Alleged Violations of the Arkansas River Compact
Water Supply Pro - Doc Type
Publication
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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 />20 <br /> <br />period of 1974-1984 in relation to upstream gages in the basin, <br /> <br />This is in addition to any decline attributable to a change in <br />overall water supply in the Arkansas River Basin as indicated by <br />the adjusted Canon City flows, The absolute decline in usable <br /> <br /> <br />stateline flow for this period has been 48,700 acre-feet per year, <br /> <br /> <br />Stateline flows during the last two years (1983 and 1984) have <br /> <br /> <br />significantly exceeded the average for the eleven year period, <br /> <br /> <br />raising the overall average for the period, The mass diagram <br /> <br /> <br />analyses show that the significant decline in stateline usable <br /> <br /> <br />flows starting in 1974 by far exceeds any decline which occurred <br /> <br /> <br />in previous drought periods of the 1930's or 1950's, The decline <br /> <br /> <br />is illustrated by comparing the period averages, the ratios of <br />usable stateline flows to other upstream gages and the slopes of <br /> <br />the mass curves, While the last two years of the eleven year <br /> <br /> <br />period have been higher than average, the runoff at Canon City for <br /> <br /> <br />these two years exceeded any previous two-year total at the Canon <br /> <br /> <br />City gage during the study period (1908 to 1984), Based on in- <br />spection of previous periods of high runoff, it would be expected, <br />that this magnitude of runoff would produce the maximum usable <br />stateline flow under the Patterson criteria. The estimated magni- <br />tude of depletions is conservatively low because of the existence <br />of unquantified transmountain return flows in the basin which may <br /> <br />be removed from the river in the future, further depleting the <br /> <br />flows, The conclusions from the mass diagram analyses are <br /> <br />summarized below: <br />
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