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<br />. <br /> <br />. <br /> <br />. <br /> <br />development) as shown in Table 1. River gains between <br /> <br /> <br />Glen canyon Dam and Lake Mead are treated in a similar <br /> <br /> <br />manner. (See Table 3.) <br /> <br />(g) Method of study.--(Test of operating criteria) Hand <br /> <br /> <br />studies computed on annual basis. Computer studies computed <br /> <br /> <br />on a monthly basis and summarized on water year basis. <br /> <br /> <br />Monthly computer data can be summarized on any desirable <br /> <br /> <br />basis when needed. <br /> <br />(aa) Forecasted September 30, 1969 content of reservoirs <br />used for start of studies. <br /> <br />(bb) Granite Reef Aqueduct capacity set at 3,000 cfs <br />and operable 365 days per year when water is available <br />for that purpose. <br /> <br />(cc) Releases restricted to capacity of powerp1ant. No <br /> <br /> <br />bypasses except for spill. No drawdown below minimum <br /> <br /> <br />poyer pool elevations. <br /> <br />(h) Assumed forecasting possible for current year of <br />operations. Releases in anticipation of spill permitted. <br /> <br />11 <br />