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Last modified
1/26/2010 2:47:45 PM
Creation date
10/12/2006 2:53:55 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8126.600
Description
Arkansas River Coordinating Committee - Reports
State
CO
Basin
Arkansas
Water Division
2
Date
6/26/1947
Author
Hans Kramer
Title
Interim Report of Committee On Engineering Data And Studies to Colorado - Kansas Arkansas River Compact Commission
Water Supply Pro - Doc Type
Report/Study
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<br />Part 1 _ Genera] (Contd) <br /> <br />,.. <br /> <br />. <br /> <br />to _ter-year aoaounting. Data from another stree.m gaging station, that <br /> <br /> <br />at Syraou&e, have been added. A revised table of initial areas and <br /> <br /> <br />oapacities of John Martin Reservoir prepared by the Corps of Engineers <br />has been adopted. A minor inaocuraoy in the exhibit showing State line flow <br />has been co rreoted in that and related tabulations. Suoh additions to and <br />revisions of the exhibit data, in the interest" of completeness and <br />aacuracy, have not changed the general showings of streamflow usable for <br /> <br />irrigation, or of historio diversion relations between the two States, or <br /> <br />of State line flows divertible and usable in ~.nsas, which were before the <br /> <br />United States Supreme Court when its Opinion of Deoember 6, 194} was <br />entered. <br /> <br />. <br /> <br />The assembled streamflow and diversion data are oonsidered to <br /> <br />be reliable, and of an accuracy equal to or greater than the accuracy of <br /> <br />any aesumption~ which may be involved in their analyses or thai~ <br />applioatione in reservoir and river. operation studies. At the same time <br /> <br />the data are subjeot.to degrees of inaccuraoy inherent. or recognized as <br /> <br />unavoidable and allowable, in msasurements and records of total stream- <br /> <br />flows, ditch diversions, and related volumee of flowing water. The <br />oalculated and estimated quantities included in these tabulations. based <br />on correlations. with recorded data, are equally imperfsct, though little <br />if any less accurate. Under the airallmstances of ahannel stability and <br />measurement conditions that prevail at river gaging stations and ditah <br />rating flumes covered by the attached tabulations, perfect accuracy is <br />not attainable, and some degree of inaccuracy is to be expected. <br /> <br />Probable inaocuracies in diversion data are believed to be <br /> <br />relatively minor in extent. and of a charaoter that tend to offset one <br />..6. <br /> <br />,I <br /> <br />" <br /> <br />.' <br /> <br />'. <br />
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