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<br /> <br />OF oc <br /> 22.0 <br />74.0 <br /> 21.0 <br />72.0 <br /> 20.0 <br />70.0 <br /> 19.0 <br />68.0 <br /> 18.0 <br />66.0 <br /> 17.0 <br />64.0 <br /> 16.0 <br />62.0 <br /> 15.0 <br />60.0 <br /> 14.0 <br />58.0 <br /> 13.0 <br />56.0 <br /> 12.0 <br />54.0 <br /> 11.0 <br />52.0 <br /> 10.0 <br />50.0 <br /> 9.0 <br />48.0 <br /> 8.0 <br />46.0 <br /> 7.0 <br />44.0 <br /> 6.0 <br />42.0 <br /> 5.0 <br />40.0 <br /> 4.0 <br /> <br />lake Elevation, Discharge And Temperature at Glen Canyon Dam <br />1963 to October 16, 2003 <br /> <br /> <br />Q) <br />s..... <br />::::J <br />'+-' <br />co <br />s..... <br />Q) <br />c.. <br />E <br />Q) <br />I- <br /> <br />1-1-1....L <br />I <br />I <br /> <br />....-... <br />JQ <br />u <br />"-'" <br />Q) <br />0) <br />s..... <br />m <br />..c: <br />u <br />.~ <br />0 <br />00,000 <br />80,000 <br />60,000 <br />40,000 <br />20,000 <br />0 <br />65 70 <br /> <br /> <br />_I _ _ _I_ <br />I <br /> <br />----- <br /> <br />I I I I <br />I -I -I -I 1- I I r <br />I -I -I 1- 1- - 1- ~ +- +- <br />1_1_1 I I IlL L <br />I I lake elevationl I <br /> <br />---------- <br /> <br />I I 1 I I I 1 I I <br />-I, -I I I - - 1- 1-1- - 1- r r r <br />~'-I - - - -1-1-1- - I-.~ +- +- <br />~'_I _1_1_ _ _1_1_1_ _ L L L L <br />I 1 I I 1 I I I I I <br /> <br />--------- ----- <br /> <br />I 1 I I I I I 1 I I <br />-I. -I -I - - - 1- 1- - 1- r r r <br />-I -I -I - - - 1-1- - 1- .~ +- +- <br />_I _I _1_ _ _1_1 _ I_T~rmP~ <br />I, 1 I I I I I I I <br /> <br />-- -- ---- <br /> <br />I 1 I 1 I I I I <br />~. -I 1 I - I r r <br />I 1 I+-+- <br />1 I LL <br />I I <br /> <br />L1....L..l <br />I <br /> <br />- - -- <br /> <br />I I I I <br />rTTT <br />+-+++ <br />L1....L <br />I I I <br /> <br />- - -- <br /> <br />I I I I <br />TTTT <br />r+-++ <br />I ..l <br />I <br /> <br />- - -- <br /> <br />1,1 I I <br />rTTT <br />+-+++ <br />tULel ...L ..l <br />II I I <br /> <br />- - -- <br /> <br />I I I I <br />r - <br />+- <br />L <br /> <br /> <br />75 <br /> <br />80 <br /> <br />85 <br /> <br />90 <br /> <br />-1-1-1--1 <br />I <br /> <br />_1_1_1 <br />I I <br /> <br />- - -- <br /> <br />I I I <br />1-1-1- <br />-1-1- <br />I_I- <br />I <br />I <br />I- <br />I- <br /> <br /> <br />-+-i <br />-1-1-1--1 <br />I I <br /> <br />- - -- <br /> <br />I 1 I I <br />1111 <br />-+-+-+-i <br />-1-1-1--1 <br />I 1 I I <br /> <br />- - -- <br /> <br />I 1 I I <br /> <br />_I <br />1 <br /> <br />- -- <br /> <br />l I <br />-1-1 <br />-1-1 <br />_1_1 <br />1 1 <br /> <br />- -- <br /> <br />1 1 <br /> <br />-BOR Projected minimum -I - 3600 <br />Pool level for spring of <br />104 & 105: -3587 ft -I - 3590 <br />-.l -1 -1 --1 _I - _I - 3580 <br />I I <br />- - - - - - - 3570 <br />I I 1 1 I <br />---, - -I -I -I 3560 <br /> <br />-I -I -I 3550 <br /> <br />3540 <br /> <br />3530 <br /> <br />3520 <br /> <br />3510 <br /> <br />3500 <br /> <br />3490 <br /> <br />3480 <br /> <br />3470 <br /> <br />3460 <br /> <br />95 <br /> <br />00 <br /> <br />3700 <br /> <br />3690 =- <br /> <br />"-" <br /> <br />3680 5 <br />3670 ~ <br />> <br />3660 ~ <br />W <br />3650 Q) <br />.JI::: <br />3640 ~ <br />3630 <br /> <br />- 3620 <br />3610 <br />