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<br />. . <br /> <br />TABLE 2 <br />INFLOW INTO RESERVOIRS - 1963 RECORDS, 1964 ESTIMATES <br />2 3 4 5 6 <br />1,000 Acre-feet <br />1963 Reeords 1964 Estimates 1/ <br />Reasonable Most Reasonable <br />Aetual Adjusted Minimum Probable Maximum <br /> <br />1 <br /> <br />Reservoir <br /> <br />Bonny <br /> <br />23.3 <br /> <br />Swanson Lake <br /> <br />78.6 <br /> <br />88.2 l! <br /> <br />Ende rs <br /> <br />49.2 <br /> <br /> Hugh Butler Lake 19.4 <br />..... 51.4 <br />CD Harry Strunk Lake <br /> Harlan County 242.8 335.3 1/ <br /> Lovewe 11 68.9 '.!/ 20.3 '2./ <br /> K.irwin 21.3 <br /> Webster 36.8 <br /> Cedar Bluff 27.0 <br /> <br />17.0 26.7 38.2 <br />67.6 112.6 207.0 <br />45.0 50.0 57.8 <br />14.8 20.7 29.1 <br />37.4 49.5 80.4 <br />211.0 399.0 760.0 <br />53.1 '.!/ 51.7 '.!/ 69.5 Y <br />17.0 40.0 115.0 <br />12.8 37.6 98.0 <br />14.0 40.6 146.2 <br /> <br />7 <br />Average <br />for period <br />of Reeord 1/ <br />31.7 <br />136.6 1/ <br />50.3 <br />21.7 <br />55.7 <br />485.0 1/ <br />27.7'2./ <br />53.8 <br />53.5 <br />64.4 <br />minimum <br /> <br />1/ Values determined from inflow frequency curves. A value of 907. on curve = reasonable <br />conditions, 507. = most probable conditions, and 107. = reasonable maximum conditions. <br />2/ Average computed for period of record up to and including 1962. <br />3/ Actual records plua upstream depletions caused by reservoirs and eanals in Missouri Basin Projects. <br />i/ Includes total of White Rock Creek and inflow from Courtland Canal. <br />'2./ Natural inflow from White Rock Creek <br /> <br />c::.:- <br />O. <br />i-l" <br />u;, <br />c.LJ <br />"U:) <br /> <br />,..,) <br />.. <br />r:1' <br />..... <br />.. <br /> <br />..., <br />