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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The study further developed virgin inflows at selected gaging <br />stations. CWR&PDA has stated that the virgin inflows were developed <br />by adjusting gaged flows to reflect historical irrigation <br />depletions, reservoir storage and evaporation, transbasin diversion, <br />bank storage, and in some cases, by extension of record by <br />correlation. Estimates of historical irrigation depletion were <br />based on calculations of potential crop consumptive use and <br />irrigated acreage. <br /> <br />A detai led computer model of the water resources of the basin was <br />developed by WBLA, Inc. as a sub-consultant to HDR Engineering, Inc. <br />The model simul ated the _operati on of the river system for the <br />1952-1983 period. Water in the basin was identified and allocated <br />to different demands based on the priority dates of the water <br />rights. Specific instream flow requirements and conditional water <br />rights were operated to detennine the amount of water available for <br />export purposes. The study concluded that there was various amounts <br />of water available for export based upon various operational <br />scenarios. <br /> <br />C. WRC's Analysis and Determination of the Project Yield <br />When reading this section of the report, it is suggested that the reader <br />refer to Table / 111-8 in order to facilitate the ease of following the <br />different assumptions related to different approaches and scenarios. <br /> <br />-30- <br />