Laserfiche WebLink
<br />USBR/MWD SALINITY MANAGEMENT STUDY <br />FINAL REPORT <br /> <br />~J <br />en <br />.c.. <br />CJ1 <br /> <br />Although the curves in these figures show some supply conditions that would require a high <br />percentage of SWP water, hydraulic constraints in Metropolitans system limit practical <br />blending from 45 to 50 percent SWP water during summer peak demand periods. <br /> <br />Figure 3-6 <br /> <br />Projected Range of Blend Requirements <br /> 80 <br /> East Branch SWP st200 mg/L <br /> 60 450 mglL Targat <br />~ 600 mglL T'!!lI'll. ~ <br />ii: ---- -- <br />j 40 __ - - 660 mg/L Target.... .. <br /> -- _..- <br /> -- _ .. - .. 600" mg/L T8rge~ .. <br /> -.... .... .... <br />-.e .... . -" ......... <br /> ..' .' <br /> . ..... .' <br /> 20 ..... ..' , <br /> -' .... ..' <br /> .' . <br /> . . <br /> . . <br /> . .' <br /> o - <br /> 80 <br /> East Branch SWP at 300 mg/L 460 maIL Taroet <br /> 60 600 mulL !.a~t_ <br />J ---- -- <br /> -- - 660 mulL Ta'.IIi't. <br />tI. -- -- -' <br /> -' <br />Q. ....- -' <br />40 .- . 600 mUlL !~'uet <br />~ ........ - <br /> - . ..... . ' . .' <br /> . - ..' <br />'/I. . - .' <br /> . .... . ..' <br /> 20 -..... . . <br /> . . <br /> . . <br /> . <br /> 0 . <br /> . <br /> . . <br /> . <br /> . . <br /> 0 <br /> 100 <br /> East Branch SWP at 400 mg/L 460 mUlL Ta'got <br /> 80 600 mu.:: ~'U!.! _ <br />~ --- <br /> _ _ - -- - 660 mg/l Taro!!. .. <br />ii: 60 -- ..- ~ -" <br /> -- - .- <br />11. -' -' - 600 mulL T.!lII'~ <br />i: -' ........ <br />I1J 40 0 -' --' .' ~ <br /> .... ........ <br />'/I. ..... . <br /> _0 0 0- <br /> . . <br /> 20 0 - <br /> . . <br /> . <br /> . . <br /> 0 0 <br /> 0 0 <br /> 600 660 700 760 800 <br /> Colorado River TDS in maIL <br /> <br />BOOKMAN-EDMONSTON <br />ENGINEERING, INC. 3-10 <br />O:\LOCALRESIANDYSISALfNITYUUNE98-217SECT3.DOC 07120/9810:59 AM <br /> <br />Section 3 <br />Evaluation of Potential Regional <br />Salinity Management Strategies <br /> <br />. <br /> <br /> <br /> <br /> <br /> <br /> <br />. <br /> <br />. <br />