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<br />
<br />.2
<br />
<br />4
<br />
<br />.
<br />
<br />6
<br />
<br />.8
<br />
<br />.
<br />12
<br />
<br />.14
<br />
<br />
<br />DAY
<br />
<br />.
<br /> 18 8
<br /> " ,,9
<br />.20 1,0..
<br /> 11
<br /> 22 12
<br />. .I;J
<br /> 24 14
<br /> <1.5
<br />.26 16
<br /> 11
<br /> 28 18
<br />. 19;
<br /> 30 20.
<br /> ql
<br />.32 22
<br /> "2'3
<br /> 34 24
<br />. 25
<br /> 36 26
<br /> ?-7
<br />.38 28
<br /> 29
<br /> 40 30.
<br />.
<br /> 42 TOTAL
<br />.44
<br /> 46
<br />.
<br /> 48
<br />. 501
<br /> 52
<br />.
<br /> 541
<br />. 561
<br /> I
<br /> 581
<br />. I
<br /> I
<br /> 601
<br /> I
<br />.621
<br /> 64 \.
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<br />DETERMINATION OF UNMEASURED INFLOW AT JOHN MARTIN RESERVOIR
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<br />63;<1
<br />71.0.
<br />63.!).
<br />70..0.
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<br />60..0.
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<br />63.0.
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<br />31;p
<br />29.0.
<br />29.(1
<br />27.0.
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<br />34,.0
<br />31:'0.
<br />27.0.
<br />
<br />1749.0.0.
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<br />UNITS ARE CFSD
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<br />66.0.
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<br />59.0.
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<br />2.8
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<br />177.0.
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<br />4137.64
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<br />35.7
<br />36.8
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<br />
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<br />
<br />
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<br />
<br />
<br />938.52
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