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<br />ESTIMATED EFFECTS OF TRINIDAD RESERVOIR
<br />ON INFLOi'f AND SEDIMENT DEPOSITION
<br />AT JOlIN MARTIN RESERVOIR
<br />(From 5tudfe~ of U. s. Bureau of Reclamation and Corps of Engineers)
<br />
<br />(6) (7) (8) (9) (10) (11)
<br /> (b) Per Cent . Sediment Per Cent
<br />Net Inflow to Inflow ' Sediment Inflow to Sediment
<br />Depleti On John Martin Reduction Reduction J OM Martin Reduction
<br />1 + 4 - Without Due to Due to Without Due to
<br />(2+3+5) Trinidad Res. Trinidad Res. Trinidad Res. Trin1dad Res. Trinidad Res.
<br />~ (1000 AY) (AY) (AF at 70#/Cu.ft.)
<br />160 192.8 0.1 6 3300 - 0.2
<br />440 137.1 0.3 1 1000 0.1
<br />180 382.9 0.1 7 9100 0.1
<br />5150 266.3 1.9 161 3600 4.5
<br />620 253.1 0.2 10 5400 0.2
<br />30 185.1 0 1 3500 0
<br />1150 100.1 1.2 5 ' 600 0.8
<br />660 118.0 0.6 0 0 0
<br />JlJLo 215.0 0.7 25 2300 1.1
<br />51Q 90.6 0.6 0 0 0
<br />2010 179.6 1.1 32 1500 2.1
<br />949 2Bo.B 0.3 18 4200 0.4
<br />~ 161. 4 c.4 9 1200 0.8
<br />183.7 (.1 3 1300 0.2
<br />15~0 136.9 1.1 1 100 1.0
<br />l~lg 97.9 0.2 0 0 0
<br />331.9 0.3 c 4400 0
<br />22800 lh02.2 1.6 1275 28400 4.5
<br />3100 150:5 2.5 2 300 - 0.7
<br />100 313.5 0 0 3800 0
<br />100 IBO.8 0.1 0 2100 0
<br />2~gg 97.1 0.3 5 300 1.7
<br />439.6 0.5 27 5800 0.5
<br />12~0 392.9 3.3 282 390C 7.2
<br />,0 252.0 0.4 1 3400 0
<br />640 154.9 0.4 27 2500 1.1
<br />209 167.2 0.1 2 1860 0.1 ..
<br />790 138.3 0.6 7 1050 0.7
<br />620 158.1 0.4 6 3110 0.2
<br />
<br />(4) (5)
<br />: ~rigation Operation
<br />ld 'Uonal
<br />l?epleti ons Channel
<br />1n Project Loss
<br />r Area Prevented
<br />(AF) (AF)
<br />
<br />400
<br />500
<br />o
<br />1900
<br />100
<br />o
<br />600
<br />100
<br />400
<br />600
<br />600
<br />o
<br />100
<br />o
<br />2400
<br />100
<br />700
<br />10300
<br />- 1600
<br />100
<br />o
<br />100
<br />1300
<br />6100
<br />1100
<br />o
<br />100
<br />400
<br />400
<br />
<br />(1) (2) (3)
<br />Flood Control Operation
<br />Addi ti anal
<br />Ihversion
<br />Opportunity
<br />in Project Area'
<br />(AF)
<br />
<br />Overflow
<br />Loss
<br />Prevanted
<br />(AF)
<br />---..
<br />,
<br />600
<br />
<br />Channel
<br />Los.
<br />Prevented
<br />(AF)
<br />
<br />-::om-
<br />pact
<br />real:
<br />~~p
<br />
<br />:~~':~',I
<br />
<br />l~~;~~t~
<br />,f;':!i~t~;t;
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<br />700
<br />900
<br />o
<br />6900
<br />300
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<br />1700
<br />106
<br />600
<br />1000
<br />800
<br />o
<br />200
<br />o
<br />3900
<br />200
<br />1700
<br />36500
<br />- 5300
<br />200
<br />100
<br />200
<br />3400
<br />18900
<br />2000
<br />o
<br />200
<br />eoo
<br />600
<br />
<br />160
<br />10
<br />320
<br />50
<br />lhO
<br />10
<br />10
<br />220
<br />350
<br />40
<br />600,
<br />320
<br />160
<br />60
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<br />40
<br />6
<br />30
<br /><J
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<br />1
<br />2;~
<br />1;10
<br />140
<br />
<br />620
<br />50
<br />1260
<br />200
<br />560
<br />40
<br />60
<br />880
<br />1390
<br />150
<br />2410
<br />1260
<br />660
<br />330
<br />o
<br />150
<br />10
<br />130
<br />o
<br />o
<br />o
<br />260
<br />o
<br />40
<br />o
<br />850
<br />140
<br />520
<br />560
<br />
<br />1925
<br />26
<br />27
<br />28
<br />29
<br />1930
<br />31
<br />32
<br />33
<br />34
<br />1935
<br />36
<br />37
<br />38
<br />
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<br />liD:
<br />41
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<br />L3
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<br />1945
<br />46
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<br />[,9
<br />19':0
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<br />02
<br />53
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