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Last modified
7/14/2009 5:02:37 PM
Creation date
5/22/2009 6:56:36 PM
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UCREFRP
UCREFRP Catalog Number
9625
Author
Friedel, M. J.
Title
Probable Effects of the Proposed Sulphur Gulch Reservoir on Colorado River Quantity and Quality Near Grand Junction, Colorado.
USFW Year
2004.
USFW - Doc Type
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Table 5. Summary of predictive nonlinear equations and fitted-parameters. <br />[Evap, evaporation; SA, surface area; acre-ft acre-foot; Q~df, daily streamflow exceedance at Palisade; percent, percent ft3/s, cubic feet per second; inches, in.; a,b,q regression constants; <br /> Q~, daily stream- <br />flow at Cameo gage; QP, daily streamflow at Plateau Creek; QPI, daily streamflow at Palisade gage; ft foot; DS, dissolved solids; mg/L, milligram per liter; reservoir surface area is <br /> user dependent and can <br />change dynamically (case 1) or remain static (case 2)] <br />Description <br />Reservoir surface area as function of <br />volume, SA (acres) <br />Daily flow exceedance as function of <br />streamflow at Palisade (percent) <br />streamflow at Plateau Creek gage as a <br />function streamflow at Cameo gage <br />(ft3/s) <br />Reservoir evaporation as function of <br />time, (ft) <br />Salinity (mg/L) as function of stream- <br />flow at Cameo, (ft3/s) <br />Salinity (mg/L) as function of stream- <br />flow at Plateau Creek near Cameo <br />Salinity (mg/L) as function of runoff at <br />Sulphur Gulch <br />Equation <br />SA = a * (volume)` + b * volume + c <br />log (Q~~) = a ~ * log (b/log Q~~)) <br />Log (Q~ =a * log(Qc) + b + residuals <br />Parameters <br />a <br />Casel: 0.00001 acre/acre-ft <br />Case2 : 0.0 acre/acre-ft <br />0.4935 dimensionless <br />0.95731 <br />Evap = a * cos(day * b * 3.14159/180) + c 21.9606 in/radian <br />+ residuals) * 0.01/12 <br />log(DS) = a * log(Qc) + b + residuals -05741 mg/L /ft3/s <br />log(DS) = a * log(Qp) + b + c + residuals -0.31664 mg/L /ft3/s <br />log(DS) = a * log(Qsg) + b + residuals -0.17 mg/L /ft3/s <br />b c <br />Case 1:0.0068 acre/acre-ft Case 1: 1:0.000 acres <br />Case 2: 0.0 acre/acre-ft Case 2: 260 acres <br />2.81 ft3/s None <br />-1.21215 None <br />0.5174 per day 24.649 in. <br />4.924 mg/L None <br />3.43337 mg/L 0.95 <br />3.27 mg/L None <br />v <br />m <br />y <br />C'~ <br />~_ <br />1 <br />O <br />Z <br />O <br />T <br />2 <br />T <br />v <br />m <br />r <br />e,o <br />
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