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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />r !~rit ".': <br />". 'I~ <br /> <br />2.2 <br /> <br />Flows on the Big Thompson River were developed based on a Log Pearson <br /> <br /> <br />Type III distribution of 29 years of record at the Lake Estes gaging site. <br /> <br /> <br />Flow values were adjusted by regionalized skew. <br /> <br /> <br />Discharges were also estimated from total drainage area and mean annual <br /> <br /> <br />precipitation using procedures in the Colorado Water Conservation Board's <br /> <br /> <br />Technical Manual No.1 (Reference 3). These values were then combined with <br /> <br /> <br />those obtained from gage records to obtain the weighted averages recommended <br /> <br />for use. <br /> <br />The above process was also used to determine weighted discharges for the <br /> <br /> <br />Fall River. Since no gaging records exist for the Big Thompson above Fall <br /> <br /> <br />River or Black Canyon Creek, flows were determined from drainage area and mean <br /> <br /> <br />annual precipitation following the guidelines in Technical Manual No.1. <br /> <br /> <br />The discharges determined by these methods are listed later in Table 3.2. <br /> <br /> <br />They are compared with values obtained by other analyses. <br />