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Last modified
1/26/2010 12:32:12 PM
Creation date
10/11/2006 10:36:22 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8143.600.10
Description
John Martin Reservoir - Operation Studies
State
CO
Basin
Arkansas
Water Division
2
Date
3/1/1954
Title
Historic Inflows to John Martin Reservoir in Excess of 2000 cfs 1931-1953
Water Supply Pro - Doc Type
Report/Study
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<br />"">",,,'-/1' <br /> <br />,:,.::, <br /> <br />, <br /> <br />~':> <br />...;" <br /> <br />,~ <br />,J <br />t.~ <br /> <br />(0 <br />(,0 <br /> <br />- 2 - <br /> <br />(c) Runoff or climatic conditions below the reservoir such that <br />Holly flows would be in excess of 2,000 c.f.s., with con- <br />siderable amounts of water passing Garden City. <br /> <br />(d) Inflovfs of such amount or duration that there would be no <br />doubt that sufficient storage would accumulate for a find~ <br />ing of water in the reservoir. <br /> <br />The classification in which the various floods might, be placed is <br />indicated on the attached tabulation. This segregation is a matter of judg- <br />ment and is based on inspection of mean daily streamfl~fs and diversio~ as <br />recorded. A detailed study of hydrographs, together with definite knowledge <br />of climatic and ground water conditions, might result in a somewhat different <br />segregation. H~'ever, this analysis should be a reasonable indication of what <br />might be expected to occur during a period of water supply such as that of the <br />years 1931 - 1953. <br /> <br />.:. <br /> <br />It would appear that significant storage might be possible for <br />floods with mean daily flow on the first day in excess of 5,000 c.f.s." with- <br />out any material detriment to interests above or below the reservoir, if re- <br />leases should be made at those times for diversicn requirements in Water Dis- <br />trict 67 only. The same thing is probably true for inflows between 2,000 and <br />5,000 c.f.s., with durations of four or more days. Excluding those, there <br />would remain 22 floods in the 1931 - 1941 period, and 17 floods in the 1943 - <br />1953 period for further consideration, all with mean daily flows on the first <br />day between 2,000 and 5,000 c.f.s., and with durations of from one to three <br />days. <br /> <br />For the eleven years prior to the operation of the reservoir, if <br />10 of these floods fall in classification (c), there are l2 remaining in clas- <br />sifications (a) and (b). Of these, 3 would probably be in classification (a), <br />which includes inflows of one day duration, from which water users in Kansas <br />historically derived minor benefits. The remaining 9 floods in classification <br />(b) which occllred in the eleven years are those during which water users in <br />Kansas historically made substantial diversions for periods of from two to <br />four days. <br /> <br />On a similar basis for the 1943 - 1953 period, there would be 12 <br />floods in classification (c), 2 in classification (a), and 3 which would have <br />a (b) classification. There would thus be a total of 12 classification (b) <br />floods over the period of twenty-three years considered. <br /> <br />The estimated amounts of water which would accumulate in the re- <br />servoir in these 12 cases, 'lith releases being made in c~OQIlance witb".r<ooCP<:''l'' <br />diversions in Water District 67, are shown as follaws: <br /> <br />1933 - 6/12 15,000 a. f. <br />1934 - 7/27 3,000 a. f. <br /> 9/15 13,000 " " <br />1935 - 9/ B 6,000 " " <br />
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