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Last modified
7/28/2009 2:40:41 PM
Creation date
4/24/2008 2:54:36 PM
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Template:
Weather Modification
Project Name
Colorado River Basin Pilot Project
Title
Test of Runoff Increase Due to Precipitation Management for the Colorado River Basin Pilot Project
Date
3/3/1973
Weather Modification - Doc Type
Report
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<br />MARCH 1973 <br /> <br />480 <br /> <br />440 <br /> <br />400 <br /> <br /> 360 <br />~ <br />~ 320 <br />0< <br />0 <br />)280 <br />~ 240 <br />l <br />~ 200 <br />l 160 <br />~ <br />'" <br />0 <br />t- <br /> 120 <br /> 80 <br /> 40 <br /> 0 <br /> 0 20 <br /> Conlral <br /> <br />. Seeded Season <br />. Unseeded Season <br /> <br />328 <br /> <br />. <br />11." <br /> <br />H. J. MOREL-SEYTOUX AND l'. SAHELI <br /> <br />the general combination denoted Q/ and defined by <br /> <br />"31 <br />. <br /> <br />'9.47 <br /> <br />1946 <br />. <br /> <br />Target: San Juan River 01 Pogoso Springs, Colorado <br />Conlrol: Animas River 01 Howordsville. Colorado <br />Regression Lme Based on 29 Years of Record <br />SignifIcance Level: 86"/0 (one -toiled lest) <br />Apporent Relaflve Increase: 15% <br />Apparent Mean Seasonal Increase: 33,000 acre-fl. <br /> <br />40 <br /> <br />60 <br /> <br />80 <br /> <br />100 <br /> <br />120 <br /> <br />140 <br /> <br /> <br />FIG, 4. Regression line between target seasonal runoff <br />and control seasonal runoff. <br /> <br />Seasonal (April-Auqusl) Flow In Thousands of Acre-Feel <br /> <br />1 <br /> <br />7ii <br />.. <br />... <br />, <br />e 300 <br />u <br /><( <br />"0 <br />on <br />'0 <br />c: <br />0 <br />on <br />:I <br />0 <br />~ <br />I- <br /> <br />,5 200 <br />it <br />o <br />G: <br /> <br />'5 <br />c: <br />o <br />on <br />o <br />.. <br />V'l <br /> <br />Q; 100 <br />Cl> <br />~ <br /> <br /> <br />400 <br /> <br />. Seeded Season <br />· Unseeded Season <br /> <br />o <br /> <br />n <br /> <br />Qt* = L XiQi, <br />i=l <br /> <br />(3) <br /> <br />where the Xi are fixed but unknown pammeters and 11- <br />is the total number of target LV. Similarly, a combina- <br />tion can be defined for the control area, denoted Qc*, <br />and defined by <br /> <br />n+m <br />Qc* = L XiQi, <br />i=n+l <br /> <br />(4) <br /> <br />160 <br /> <br />where m is the total number of control LV. The introduc- <br />tion of the variables X permits a much more thorough <br />minimization of N if one realizes that this problem is <br />the minimization of a conditional variance of a linear <br />combination of several LV., given a linear combination <br />of other LV. In multivariate analysis it is traditional <br />(Graybill, 1961) to denote a set of LV. as a random <br />vector; we thus use Q in this study of runoff. Let 1: be <br />the covariance matrix of Q. Suppose the vector Q is <br />partitioned into two vectors Qt and Qc. The covariance <br />matrix can be partitioned similarly into four matrices <br />1:tt, 1:tc, 1:ct and 1:c". Let Q/ denote the linear combina- <br />tion Xt Qt, where the prime indicates the transpose <br />operation, and Qc* denote Xc'Qc, where [X,', Xc'J is a <br />partition of X', a vector of parameters, fixed but <br />unknown weight factors. Then it is a well-known <br />result (Graybill, 1961) that the variance of Qt* condi- <br /> <br />Target: Son Juan River at Pagasa Springs, Colorado <br />Control: Piedra River near Piedra, Colorado <br />Regression Line Based on 27 Years of Record <br />Significance Level: 92% (one- toiled test) <br />Apparent Relative Increase: B % <br />Apparent Mean Seasonal Increase: 18,500 acre-fl. <br /> <br />100 200 300 <br />Control Seasonal (April-August) Flow in Thousands of Acre-Feet <br />FIG. 5. Regression line between target seasonal runoff and control seasonal runoff. <br /> <br />400 <br />
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