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Last modified
1/26/2010 2:47:41 PM
Creation date
10/12/2006 2:53:13 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8273.100.50
Description
Colorado River Basin Salinity Control - Federal Agency Reports - BOR
Basin
Colorado Mainstem
Water Division
5
Date
2/1/1988
Title
Estimating Economic Impacts of Salinity of the Colorado River - Final Report - February 1988
Water Supply Pro - Doc Type
Report/Study
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<br />28 Estimating Economic Impacts of Salinity... <br /> <br />N <br />-.J <br />o <br />w <br /> <br />level. These data problems were reduced by <br />selectively dropping certain aberrant data sets <br />from the regression analysis. In deciding wbich <br />data to retain and wbicb to drop, primary em- <br />pbasis was given to data from Imperial County, <br />California, because it represents a very large <br />share of all salinity damages (93 percent of all <br />damages at 800 mgiL according to Kleinman and <br />Brown),11 <br /> <br />A computer program was created specifi- <br />cally to calculate a series of regression formulas <br />from experimental data on agricultural crop <br />yields against salinity level. The computer pro- <br />gram aDows the user to enter up to 39 data sets, <br />i.e., coordinates, and then determine a series of <br />polynomial regression formulas, ranging through <br />polynomial 1 (linear), polynomial 2 (quadratic), <br />polynomial 3 (cubic), polynomial 4 and polyno- <br />mial 5. In each case, the program calculates the <br />regression curve of best fit, then calculates a <br />Goodness of Fit Criterion to permit the user to <br />compare tbe various regression curves to deter- <br />mine whicb polynomial curve best fits the data <br /> <br />sets. The program displays a plot of eacb curve <br />and, witb an on-line printer, provides a printout <br />of the regression formula, tbe Goodness of Fit <br />Criterion, and the plot of tbe regression curve. <br />An example of a regression curve is shown in <br />Figure 6. <br /> <br />The plotted curves extended only through <br />the range of TDS levels in the experimental data, <br />i.e., 611-892 mgiL. There is no reason to assume <br />that the curve formulas could be extrapolated at <br />either end of this range, so a judgmental extrapo- <br />lation was used to extend tbe computer-plotted <br />curve through the entire range of 200-1200 mgiL <br />TDS. The curves tended to be flat in the range <br />from 200 mg/L to the approximate thresbold of <br />salinity damage determined by E.V. Maas, then <br />dipped in the range from the damage threshold <br />to 1200 mgiL. This nonlinear nature of the <br />salinity function bad been expected, based on <br />the earlier work of Kleinman and Brown as weD <br />as the work of Gardner, who noted that Klein- <br />man and Brown found average salinity damages <br />per mgiL in the 900-1400 mgiL range to be <br /> <br />ORANGES VIELD 3 COUNTIES <br /> <br />18 i'.'-. <br />: " <br />~ ,.'" .: <br />145 '"'... <br />: .......- <br />. ~ <br />. ..~ . <br />I ...... . <br />: ........ <br />. ~ <br />19~ . .............. <br />I . ..,~ <br />. ...... . <br />: . -.......-..- <br />I -----.. . <br />. --- ---- <br />14 --- <br />. . . . <br />: .. <br />: . <br />: . <br />. <br />38---------+---------+---.-~--+----- <br />611.9 691.3 111.6 851.9 <br />TDS <br /> <br />~ <br />OJ <br />I- <br />U <br />'" <br />...... <br />..... <br />~ <br />u <br /> <br />-c <br />~ <br />OJ <br /> <br />.~ <br />>- <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />Figure 6. - Regres.lon curve of yield of oranga./tangerlne. v. TDS level. <br /> <br />l1Colorado River Salinity, p. 8. <br />
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