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<br />. <br /> <br />. <br /> <br />. <br /> <br />. " <br />00lSS9 <br /> <br />Sp1lls were calculated by transferring the by-pass and diversion <br /> <br />canal capacity flows upstream to the gage, with suitable adjustments and <br /> <br />comparing this flow with daily flows at the gage. The amount that the daily <br /> <br />flows exoeeded the combined by-pass and diversion flows was spilled. <br /> <br />May: (1952) <br /> <br />By-Pass -- 5300 = 5300 <br />31 <br />Gain-Gage to Dam = 3150 <br />31 <br /> <br />Canal capacity <br /> <br />= 700 <br /> <br />By-Pass <br /> <br />= ---ll <br /> <br />At Gage <br /> <br />= 171 a.f./day -1Z.! = 86 cfs/day <br />1.98 <br />= 102 a.f./day ~ = g cfs/day <br />1.98 <br /> <br />34 cfs/day <br /> <br />= 734 - excess to spill at diversion <br /> <br />June: (1952) <br /> <br />By-Pass = 3300 <br /> <br />3300 <br />30 <br />5510 <br />30 <br /> <br />= 110 a.f./day ..liQ. = 56 cfs/day <br />1.98 <br />= 184 a.f./day -1!!i =-93 cfs/day <br />1.98 <br /> <br />Gain = 5510 <br /> <br />Canal capacity <br /> <br />= <br /> <br />700 <br /> <br />Gain excess <br /> <br />=JZ <br /> <br />At Gage <br /> <br />663 - excess to spill at diversion <br /> <br />NAVAJO RIVER <br /> <br />January <br />February <br />March <br />April <br />May <br />June <br />July <br />August <br />September <br />October <br />November <br />December <br /> <br />- 10- <br /> <br />Minimum By-Pass <br />When Available <br />Acre-Feet <br /> <br />1,800 <br />1,900 <br />2,200 <br />2,200 <br />5,300 <br />3,300 <br />3,300 <br />3,300 <br />3,300 <br />2,200 <br />2,200 <br />.2,200 <br />33,200 <br /> <br />n; ......:.1 <br />