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WAP 2001-2002 PRRIP
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WAP 2001-2002 PRRIP
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3/8/2013 3:46:55 PM
Creation date
1/28/2013 2:43:42 PM
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Water Supply Protection
Description
Staff Notebook for Platte River Research Cooperative Agreement (aka Platte River Recovery Implementation Program or PRRIP) Water Advisory Committee (WAC) Meetings including memos, comments, emails, minutes, letters, agendas, notes, etc. 2001-2002
State
CO
NE
WY
Basin
South Platte
Water Division
1
Date
1/1/2001
Author
CWCB Staff
Title
Staff Notebook for Platte River Research Cooperative Agreement Water Advisory Committee (WAC) Meetings for 2001-2002
Water Supply Pro - Doc Type
Meeting
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r� <br />L <br />Roscoe to North Platte reach. This is one way to determine if a gage's data is not reliable due to <br />problems with the location of the gage due to timing or the data reliability of the gage due to <br />other factors. In other words, when there is a residual loss, after the evaporation loss was <br />subtracted, from Julesburg to Roscoe that is essentially equal to a gain from Roscoe to North <br />Platte, this may simply be due to a gaging error. For example, if there are no gains or losses and <br />both the Julesburg and North Platte gages both show 500 cfs, but the Roscoe gage shows 600 cfs, <br />it would appear that there was a 100 cfs gain from Julesburg to Roscoe and a 100 cfs loss from <br />Roscoe to North Platte. Although it is possible that there really was a 100 gain, then a 100 cfs <br />loss, if the number of times the gain equals the loss is high, the chance of having a gage <br />problems are high. The percentage of time when this residual reversal of X cfs in the Julesburg <br />to Roscoe reach was equal to a —X cfs residual in the Roscoe to North Platte reach was calculated <br />and is shown in the following graph. <br />The graph shows after 1992 the likelihood of the residual reversing increased significantly and <br />that after 1994 the likelihood increased even more. There is not enough data to determine which <br />event (bridge construction or change of administration) has had the greater effect. When the <br />results are compared to the same analysis done with data from the Paxton gage one can see that <br />the gage reliability is sub -par. <br />An analysis was done to determine whether the physical conditions of the basin had changed <br />between the periods of record for the two gages and was the cause of the increase in residual <br />reversal probability. Previously, the South Platte River had a consistent chance of losing in both <br />the upstream and downstream reaches (see graphs in Appendix B). Monthly mass - balance <br />analysis of the Roscoe gage data shows that today the upstream reach has a greater chance of <br />losing than the downstream reach. The daily residual reversal analysis shows that the residual <br />changed from gaining to losing more often than losing to gaining (at a ratio of approximately <br />2:1, the Paxton analysis showed a ratio of 1:9). This is completely opposite from what could be <br />expected and shows that the gage has never performed up to standards. I believe that this gage <br />can be used in the interim, but that it should be improved or relocated as soon as possible. <br />10 <br />
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