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<br />6 <br /> <br />II. ESTIMATE OF MAXIMUM POSSIBLE WEATHER MODIFICATION EFFECT <br /> <br />In this Chapter, an estimate of the total mqss of liquid water <br />. <br /> <br />which passes over the Tushar range, but is not utilized in the <br /> <br />~ <br /> <br />precipitation process, is determined by integrating radiometer data and <br /> <br />rawinsonde winds during each storm. Two assumptions were necessary to <br />~'f <br /> <br />perform these calculations: <br /> <br />\,-.J- ~ 11. <br />, ~ ~/b- t...vA <br />~"c.-" VrW ,~ <br />'v),) Ql.."c~~~ <br />~ \.11\~1 <br />'?Q,~~\ 0 ~.I 2. <br /> <br />....--.--....""'-c.._.._ .'- <br /> <br />representative of those aiong the crest of the mountain over <br /> <br />~"-,"~~"",,,,,,,,,,,-,,,-",,",,,,,~, ""~'-' <br /> <br />the region where seeding would be effect~ve (assumed in these <br /> <br />calculations to be SO km in north-south extent). <br /> <br />The cross-barrier component of the 700 mb wind speed is <br /> <br />representative of the speed at which all of the liquid is <br /> <br />passing over the mountain. <br /> <br />~ <br /> <br />The approach used was to determine the average liquid water <br /> <br />- ,.-' -- - ---...:=---- <br /> <br />measured by the radiometer over a three-hour period centered on the <br /> <br />launch time of each project rawinsonde. Since the radiometer was <br />.__ F - ---:.~--*- - <br />r <br />operated in two modes (zenith and scanning), an averaging scheme which <br />~ '.. .-:;:"~"",,,~-.':"-.._i_ ~ , <br /> <br />accounted for both modes had to be developed. The averaging was done in <br /> <br />the following way: <br /> <br />1. For each project variable, the radiometer data were checked for <br /> <br />data availability. If radiometer data were available for.~~y <br /> <br />p~~ of the three-hour period centered On the rawinsonde launch <br /> <br />time, the data were used in the calculations. <br /> <br />2. The radiometer scanning data were normalized to the vertical. <br /> <br />3. The radiometer mean liquid water depth for the three-hour <br /> <br />period was determined by the following equation: <br /> <br />i <br />