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<br />- <br /> <br />. <br /> <br />. <br /> <br />Ditches. The river miles between stream gages and ditch diversion <br /> <br />headgates are as follows: <br /> <br />Location <br /> <br />River Miles <br /> <br />Distance - miles <br /> <br />Kersey gage <br /> <br /> <br />Bijou Ditch <br /> <br /> <br />Sublette gage <br /> <br /> <br />Ft. Morgan Ditch <br /> <br /> <br />Weldona gage <br /> <br />84 <br />93 <br />108 <br />116.5 <br />119.5 <br /> <br />9.0 <br />15.0 <br />8.5 <br />3.0 <br /> <br />35.5 <br /> <br />When the Sublette gage was in operation (1952-55), 40 <br /> <br />percent of the sectional accretions from Kersey to Sublette were <br /> <br /> <br />assumed available for diversion by the Bijou Ditch. The accretions <br /> <br /> <br />between the Sublette gage and the Weldon Valley Ditch downstream <br /> <br /> <br />were assumed to be at the same rate per mile as from Kersey to Sub- <br /> <br />lette. or equal to 16 percent of the total accretions between Kersey <br />and Sublette. <br /> <br />When the Weldona gage was in operation (1956-57) the <br /> <br />sectional accretions between the Kersey and Weldona gages were dis- <br /> <br />tributed as follows: <br /> <br />Section <br /> <br /> <br />Kersey gage - Bijou Ditch <br /> <br /> <br />Bijou Ditch - Ft. Morgan Ditch <br /> <br /> <br />Ft. Morgan Ditch - Weldona gage <br /> <br /> <br />Total Kersey - Weldona <br /> <br />Percent <br /> <br />25 <br />67 <br />--!l <br />100 <br /> <br />- 5 - <br />