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WSP07957
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Entry Properties
Last modified
1/26/2010 2:29:35 PM
Creation date
10/12/2006 2:41:46 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8276.100
Description
Grand Valley Unit-Colorado River Basin Salinity Control Project
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
1/21/1983
Title
Grand Valley Salt Pickup Calculations - Draft Report
Water Supply Pro - Doc Type
Report/Study
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<br />e'J <br />(.0 <br />I.") <br />Cl <br />-:"1 <br /> <br />~., <br /> <br />-- <br />. <br /> <br />. <br /> <br />CHAPTER II <br /> <br />GRAND VALLEY RIVER BUDGET <br /> <br />Nevertheless, note that a 10 percent error in the mean annual flow one way at <br /> <br />the Cameo gage, and the other way at the State Line gage, would cause an <br /> <br />annual unaccounted flow of 685,000 acre-feet, which is an order of magnitude <br /> <br />larger than that in the State Line budget. <br /> <br />Another factor that could cause significant unaccountec, flow is <br /> <br />ground water storage. The variation in ground water storagE! from year to <br /> <br />year could result in significant unaccounted flow in the annual budgeting <br /> <br />process. For this reason, and because of the possibility of relatively large <br /> <br />streamflow estimation errors, precise estimates of salt pickup for any given <br /> <br />year cannot be expected. The estimate of the average annua:, salt pickup, on <br /> <br />the other hand, should be accurate (see Discussion of Confidence in <br /> <br />Results) . <br /> <br />Given the large variability in annual unaccounted flow" and again the <br /> <br />possibility of relatively large streamflow estimation error,;, the source of <br /> <br />the relatively small positive tendency in unaccounted flow ,:ould not be <br /> <br />identified. It could result in part from unidentified groulld water losses, <br /> <br />an underestimation of consumptive use; or an overestimation of precipitation <br /> <br />ungaged inflows, or municipal imports. But, for the reason,; noted above, <br /> <br />most of the positive tendency is probably caused by a sligh:: systematic error <br /> <br />in streamflow measurement. If this is the case, or if ther.. is some <br /> <br />unidentified ground water outflow, then the unaccounted flo'. has salt associ- <br /> <br />ated with it, and therefore, a straight forward accounting process neglecting <br /> <br />the consistently positive unaccounted flow (i.e., inflows eKceeding outflows) <br /> <br />will underestimate the salt pickup. In other words, ignoring a consistently <br /> <br />lit positive unaccounted flow is the same as ignoring an outflow. Now, if the <br /> <br />II-ll <br />
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