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<br />due to seeding. <br /> <br />Merced River at Pohono Bridge <br /> <br /> 1.2E+06 <br />~ 1,OE+06 <br />:!. 8,OE+05 <br />~ <br />0 6,OE+05 <br />;: <br />E <br />~ 4,OE+05 <br />~ <br />~ <br />- <br />(f) 2.0E+05 <br /> <br />. <br /> <br />. <br /> <br />..i <br /> <br />. .~. <br />, . <br />,...-.-.~. - t. <br />, . . <br />...... , ...... <br />-. . . ....~ . <br />, . . <br />. . +- <br />. <br />. <br /> <br />. <br /> <br />'. <br /> <br />. <br /> <br />.:+= <br /> <br />. I <br />.' . <br />. <br /> <br />1930 <br /> <br />1940 <br /> <br />1950 <br /> <br />1960 <br /> <br />1970 <br /> <br /> ... <br />I I' <br />. <br />. . <br />'., <br />'T' <br />1990 2000 <br /> <br />O.OE+OO <br />1920 <br /> <br />r--" <br />I ... <br />..' . <br />---+-'1 <br />" <br />! <br /> <br />1980 <br /> <br />Water Year <br /> <br />Figure 2, Streamflow at the Mcrccd River near Pohono Bridgc control site, Mil!>, as a function <br />of\vatcr year. <br /> <br />Beeausc of thesc othcr non-random clTccts on streamflow, the attempt to predict seeding <br />cffccts on an annual basis in this evaluation yielded misleading rcsults. Because of the lack of an <br />cxact model that dcscribes the behavior of thcse non-random cffects, the variability of <br />streamflow cannot be taken into account propcrly in predicting annual strcamflows. If one were <br />to actually believe in the annual evaluation of effects, onc would have to conclude that sceding <br />frcquently decrcases as well as incrcascs thc streamflow and by fairly si:l..able amounts. It is <br />unlikely that seeding acts in this manncr to produce these kinds of highly divergent effects. Such <br />results arc inconsistcnt with the seeding conceptual modcl upon which the operational sceding <br />program is based or any other knO\\l1 seeding conceptual model. <br />The fact that these highly divergcnt cffccts have occurred should be rcason enough to <br />doubt the appropriateness of using the historical regression mcthod on the data in this evaluation. <br />In addition, there is reason to doubt that the assumption that the relationship between thc target <br />and control station dcrived from the historical period is valid during the operational period for <br />these data. Brownlee (1960) has shown that this analysis method requires homoscedasticity <br />between the data in thc historical and operational periods and this is not the case here. A test of <br />the equality of variances betwcen the historical and operational streamt10ws indicatcs that they <br />arc statistically differcnt. Dennis (1980) warned that the most serious difliculty with the <br />historical regression method has to do with the lack of stability of the target-control relationship, <br />as is the case with the data in this evaluation, <br /> <br />5. E,'alllation of all targets by ratio statistics <br /> <br />38 <br />