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<br />...... <br />w <br />~ <br />~ <br /> <br />1000 <br /> <br />. . . . . . , . . . . , . , , , ,. . . . . , . . . . . , , , , , , , , , , , , , , , , , , , , , , , , , . . . f':\.! <br />Numeric criterion-879 mgil I <br />................../................,......,.......p...... <br /> <br />............. ......... ... ..................[.!......... <br />; Projections <br />............ . ..., Hi~i~;I~~I..... .....1.'.':~~fs.. <br />,........,.... .... .dats............,...j................. <br /> <br /> 950 <br /> 900 <br /> 850 <br />..! 800 <br />'" <br />E <br />.5 750 <br />en <br />f2 700 <br /> 650 <br /> <br /> <br /> <br />600 <br /> <br />550 <br />1940 1950 1960 1970 1990 1990 2000 2010 <br />Years <br /> <br />Figure 3,-Historical data and salinity projections without further controls at Imperial Dam. <br /> <br />Moderate variations in the salinity levels in <br />impoundments like Lake Powell and Lake Mead <br />and at Imperial Darn can be ascribed to several <br />factors, such as water demands, weather, and <br />salinity control activities. Howsver, there are <br />two factors for which the salinity levels at <br />Hoover Dam and below are very sensitive, <br /> <br />. Accumulated reservoir inflow and resulting <br />high reservoir storage - Whenever <br />reservoir inflow is significantly greater <br />than normal, dilution is generally occurring <br />within the large reservoirs of Powell and <br />Mead. <br /> <br />. Reservoir discharge&-Whenever river <br />flows are low, salinity concentrations are <br />high; and the opposite occurs when river <br />flows are high, <br /> <br />Very rapid changes in salinity concentration can <br />be observed when both these conditions exist at <br />the same time; i.e, (1) previous reservoir inflows <br />have been high for several seasons and (2) above <br />average reservoir discharge will produce very <br />low salinity concentrations as observed in 1986 <br />Oess than 600 mg/L), Conversely, high <br />concentrations can be expected when reservoir <br /> <br />6 <br /> <br />inflow has been low for several seasons and the <br />reservoir discharge has been at a minimum. <br /> <br />Because of the vast water storage behind Glen <br />Canyon and Hoover Dams, Upper Basin salinity <br />control projects implemented at any given year <br />do not begin to reduce salinity levels at Imperial <br />Dam until many years thereafter. This time lag <br />needs to be recognized when scheduling project <br />implementation to achieve desired results in <br />some timely manner. <br /> <br />The Program <br /> <br />The plan of implementation is designed to <br />maintain the average salinity concentration of <br />the river at or below the numeric criteria at the <br />three stations on the river without impairing the <br />development and use of compact-apportioned <br />water in the Colorado River Basin. The <br />Basin-wide salinity control plan is designed to <br />offset salinity increases caused by man's <br />development of the State's compact-apportioned <br />waters. The plan makes no attempt to offset <br />salinity increases which result from natural <br />hydrologic variations of the river system, <br />Salinity control is accomplished primarily by <br />