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<br />COLORADO RIVER STORAGE PROJECT
<br />
<br />MONTHLY RESERVOIR SUMMARY
<br />
<br />MORROW POINT RESERVOIR BEHIND MORROW POINT DAM
<br />
<br />Date ReeervoiT
<br />Elevation
<br />Jan 2002 Feet
<br />
<br />Live
<br />Storage
<br />Acre-Feet
<br />
<br />1 7,150 .86 109,700
<br />2 7,151 .23 110,000
<br />3 7,151 .63 110,300
<br />4 7,151. 88 110,500
<br />, 7,152 .24 110,800
<br />6 7,152.40 111,000
<br />7 7,152.62 111.100
<br />8 7,152.30 110,900
<br />. 7,152.64 111,100
<br />10 7,152.80 111,300
<br />11 7,153.01 111. 400
<br />12 7,153.36 111,700
<br />13 7,152.09 110,700
<br />14 7,152.20 110,800
<br />15 7,152.64 111.100
<br />" 7,152.87 111,300
<br />17 7,15) .11 111. 500
<br />18 7,1.5l.4"'1 111.600
<br />,. 7,15l ... 111,900
<br />20 7,152. 31 110,900
<br />21 7,152 .54 111,100
<br />22 7,152.71 111.200
<br />23 7,152.98 111,400
<br />24 7,15:3.14 111,500
<br />25 7,153. 27 111,600
<br />26 7,153.42 111, BOO
<br />27 7,152.03 110,700
<br />28 7,152.29 110,900
<br />2. 7,152.37 110,900
<br />30 7,152.60 111,100
<br />31 7,152.9B 111,400
<br />MEAN 7,152.57 111,100
<br />MAX 7,153.66 111,900
<br />"IN 7,150.86 109,700
<br />--------- ------------- ---------------
<br />TOTALS
<br />
<br />Power
<br />Releases
<br />CFS
<br />
<br />660
<br />.390
<br />550
<br />'10
<br />490
<br />410
<br />530
<br />480
<br />540
<br />660
<br />530
<br />480
<br />'40
<br />570
<br />550
<br />550
<br />530
<br />.10
<br />430
<br />570
<br />530
<br />540
<br />510
<br />5.0
<br />560
<br />550
<br />570
<br />530
<br />510
<br />420
<br />530
<br />
<br />530
<br />660
<br />390
<br />
<br />)2,500
<br />Aere-Feet
<br />
<br />Total Live Content
<br />Normal Water surface
<br />Dead Storage
<br />Inactive Storage
<br />
<br />Non Power
<br />Rele,,"ses
<br />CFS
<br />
<br />Evap
<br />
<br />J nflow
<br />
<br />CFS
<br />
<br />CFS
<br />
<br />0 o. 3 830
<br />0 0 .3 540
<br />0 o. 3 710
<br />0 0.3 610
<br />0 0.3 630
<br />0 0.3 480
<br />0 0.3 620
<br />0 0.3 360
<br />0 0.3 670
<br />0 0.3 730
<br />0 0.3 620
<br />0 0.3 620
<br />0 0.3 27
<br />0 0.3 '20
<br />0 0.3 730
<br />0 0.3 6"
<br />0 0.3 620
<br />0 0.3 750
<br />0 0.3 ,10
<br />0 0.3 2'
<br />0 0.3 630
<br />0 0.3 610
<br />0 0.3 620
<br />0 0.3 630
<br />0 0.3 610
<br />0 0.3 610
<br />0 0.3 18
<br />0 0.4 630
<br />0 0.4 5"
<br />0 0.4 510
<br />0 0.4 680
<br />
<br />o
<br />o
<br />o
<br />
<br />0.3
<br />0.4
<br />0.3
<br />
<br />560
<br />830
<br />18
<br />
<br />o
<br />Aere-Feet
<br />
<br />:34.,600
<br />Acre - Feet
<br />
<br />18
<br />Acre-Feet
<br />
<br />117025 Acre-Feet
<br />7160.0 Feet
<br />165 Acre-Feet
<br />74905 Acre-Feet
<br />
<br />Processed on: 1-Feb-2002
<br />
<br />trnreg
<br />Inflow
<br />CFS
<br />
<br />450
<br />2.0
<br />210
<br />380
<br />340
<br />400
<br />4.0
<br />670
<br />450
<br />520
<br />450
<br />220
<br />3.0
<br />380
<br />180
<br />450
<br />450
<br />320
<br />3.0
<br />320
<br />350
<br />340
<br />470
<br />500
<br />180
<br />230
<br />380
<br />330
<br />380
<br />310
<br />630
<br />
<br />380
<br />670
<br />180
<br />
<br />2),600
<br />Acre-Feet
<br />
<br />SIde
<br />Inflow
<br />CFS
<br />
<br />41
<br />68
<br />23
<br />2.
<br />33
<br />35
<br />34
<br />34
<br />2.
<br />35
<br />35
<br />24
<br />27
<br />30
<br />30
<br />30
<br />35
<br />32
<br />33
<br />27
<br />30
<br />24
<br />31
<br />32
<br />34
<br />33
<br />18
<br />27
<br />2B
<br />33
<br />67
<br />
<br />33
<br />6'
<br />18
<br />
<br />2,000
<br />Aere-Feet
<br />
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