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WSP07478
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Last modified
1/26/2010 2:27:31 PM
Creation date
10/12/2006 2:25:27 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8272.600.60
Description
Colorado River Basin Salinity Control Program - Basin Member State Info - Utah
Basin
Colorado Mainstem
Water Division
5
Date
3/1/1982
Title
Salt Uptake in Natural Channels Traversing Mancos Shales in the Price River Basin - Utah
Water Supply Pro - Doc Type
Report/Study
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<br /> Table 6,8, Coefficients in the microchannel <br /> salt loading function y "" axb. <br />N Shale Type a b r2 <br />I-'" <br />0 Undivided 23.9 0.71 0.981 <br />r.Jl Upper Blue Gate 66.8 0.73 0.986 <br />Middle Blue Gate 94.0 0,67 0.991 <br /> Lower Blue Gate 2.0 0.74 0.966 <br /> Tununk 1.2 0,79 0.993 <br /> Masuk 1.7 0.82 0.997 <br /> <br />(predominantly from microchannel sources for <br />Middle Blue Gate and predominantly overland <br />flow for Lower Blue Gate). This variation is <br />cauaed partially by the high degree of <br />variability within the same geologic shale <br />type. <br /> <br />Some types of shale were not sampled as <br />intensely as others. Even so, compari.son <br />between Table 6.9 and the much larger loads <br />of Table 6.6 is interesting, Table 6.6 is <br />extrapolated on the aSBumption that all the <br />shales in the basin are of the undivided <br />type. Because of the relatively high salt <br />producing potential of the undivided shale <br />(see Table 6.9), this assumption would be <br />expected to increase the predicted salt load <br />from overland flows. <br /> <br />In contrast, there is a close agreement <br />on the amount of salt at Woodside attributed <br />to first order channels. This might have <br />been expected because Ponce (1975) and White <br />(1977) suggested that the pickup of salt ia <br />more influenced by shale type for overland <br />flows than for channel flows. <br /> <br />The Utah Division of Water Resources <br />(1975) estimated an average runoff coef- <br />ficient of about 9 percent between Castle <br />Gate and Woodside, with the valley \,ortion of <br />that section yielding less than inch of <br />water per year on the average. The model <br />results for Coal Creek also estimated that an <br />average of about 9 percent of the precipita- <br />tion within this reach becomes surface <br />runoff. If interflow and groundwater were <br />added, the estimated basin yield would be <br />somewhat greater, but these quantities are <br />small on the valley floor area of the Price <br />River Basin. <br /> <br />The reasonableness of these general <br />comparisons and the lack of model sensitivity <br />to the values given for input parameters <br />confirm that the first generation model as <br />programmed is on the right track. Field data <br />for validity testing are needed for model <br />refinement. <br /> <br />Table 6.9. Estimated salt production from surface flows for various shale types in the Price <br />River Dasio. <br /> <br /> Salt Produced <br /> (lbs/acre/year) Acres of <br />Shale lUcro- Overland Shale in Basin <br /> channel Flow Total <br />----- <br />Undivided 24,1 71.5 95.6 119,000 <br />Middle Blue Gate 19,8 1.4 21.2 36,9008 <br />Mas uk 1.2 1.4 2.6 52,400 <br />Tununk 1.0 7.9 8,9 14,400 <br />Upper Blue Gate 48,7 30,0 79.2 36,900a <br />Lower Blue Gate 1.2 21.5 22.7 36,900a <br /> TOTALS <br /> <br />Percentage of salt produced by the basinb <br /> <br />aAssuming equal areas of the three Blue Gate shale members. <br /> <br />bUsing a total of 405,500 tons per year as estimated by Ponce (1975). <br /> <br />63 <br /> <br /> Total Salt Produced <br /> in Basin (tons/year) <br />Micro- Overland <br />channel Flow Total <br />1430 4250 5680 <br />365 25 390 <br />30 35 65 <br />7 57 64 <br />900 550 1450 <br />20 400 420 <br />2752 5317 8069 <br />0.68% I. 31% 2,0% <br /> <br />
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