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Last modified
7/28/2009 2:27:39 PM
Creation date
10/1/2006 2:12:02 PM
Metadata
Fields
Template:
Weather Modification
Applicant
Steven M. Hunter
Sponsor Name
California Energy Commission
Project Name
Optimizing Cloud Seeding for Water and Energy in California
Title
Optimizing Cloud Seeding for Water and Energy in California
Prepared For
California Energy Commission
Prepared By
Steven M. Hunter
Date
3/31/2006
State
CA
Country
United States
Weather Modification - Doc Type
Report
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<br />Ilaving established that the historical regression mcthod is not appropriatc for the <br />evaluation of these operational sceding programs, the evaluation of all the targets in Table I was <br />conductcd using the method of ratio statistics (Gabriel, 1999). For single targets, as is the case <br />herc, J ratio statistics are relevant. The simplest ratio statistic is the Single Ratio (SR), the ratio of <br />the Average Target Streamflow during the operational period to the Averagc Targct Streamflow <br />during the historical period. \\'nen streamflow data for a control basin is available, more prccise <br />ratio statistics can be calculated. One can calculate the Double Ratio, the SR divided by the ratio of <br />A vcrage Control Streamflow during the opcrational pcriod to the Average Control Streamflow <br />during the historical period, which adjusts tor imbalances betwecn thc target operational period and <br />the target historical period. An cvcn more precise ratio statistic is thc Regression Ratio (RR), <br />especially when the target and control streamflow is highly correlalL'<i. In calculating the regression <br />ratio (RR), the secd/no seed ratio for the target station (SR) is divided by thc seed/no secd ratio <br />as predicted by the control station regression relationship (SRpRw) in order to adjust SR for <br />effccts due to natural difTerences in streamflow, i.e.. RR = SR I SRpRm. By laking advantage of <br />thc high correlation betwecn thc target and control station streamllows ovcr the entirc pcriod of <br />analysis (including both the historical and opcrational periods), the variance of the regression <br />ratio is reduced with respect to the variance of the single ratio lor the target station only, thereby <br />enabling the ddection of smaller effccts duc to seeding with greater probability. Gabriel (1999) <br />has shown that using ratios based on regression is always preferable to using single or double <br />ratios: therefore, the use of the Regression Ratio (RR) is cmphasized in this analysis. <br />These RR results werc then adjusted for biases that can occur when operational data are <br />compared to historical records in an a posteriori evaluation of non-randomized seeding <br />programs, Brier and Engcr (1952) have shown that thc variation bctwccn sequcnccs of years is <br />dillerent from the variation between random samples ofycars. Gabriel and PetTOndas (1983) have <br />shown that reliablc conclusions cannot be drawn from comparisons of operational data with <br />historical records, and have demonstratcd the problems encountered in trying to do so, The <br />calculated levels of significance (P-values) are likely to bc lowcr than the tme levcl of <br />significance and thc calculatcd confidence intervals are likely to bc narrower and more precise <br />than thcy rcally arc. Because of thcse problems, standard statistical methods are pronc to indicate <br />effects whcn thcrc might not be any. Gabriel and Petrondas (1983) suggest that the computcd P- <br />values from analyses of this type should be augmented by a factor whosc magnitude is proportional <br />to the number of years involved in thc evaluation in accordancc with a rough guideline that fit their <br />findings. An adjustment was, therefore, made to the RR results based on doubling the computed P- <br />value, this factor being somewhat smaller than that indicated by the rough guidcline of Gabriel and <br />Petrondas (1983). At various stages in thc cvaluation the results using the regression ratio that werc <br />adjusted for bias in this way \\'ere comparcd to those from re-randomization to verify their <br />accuracy for the sample sizes involved, Thc water ycar strcamllow was cvaluated by rc- <br />randomil'-3tion procedures using 30.000 pem1Utations (3 mns of 10,000 pern1Utations each to <br />establish the stability of the results). It was found that the results were indecd approximately equal; <br />there was no more than a J% differencc betwecn thc P-values from ratio statistics and those fTom <br />re-randomil'.3tion. Although randomization is the only surc way of safeguarding against bias and <br />its influence on the evaluation results, the factor of two adjustment is deemed adequatc to providc <br />suf1iciently precise results because (I) the historical and operational periods arc quite long so that <br />the potential cffl.'Ct on average strcamllo\\'s due to year-to.year variability and short-tcrm cycles is <br />mitigatcd. and (2) the RR takcs into account the effect of the long-ternl trend in natural streamflow <br />through the regression bctween the target and control. and (3) thc ratio statistics methodology is <br /> <br />39 <br />
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