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FIGURE 3 BACKGROUND RECEIVING WATER HARDNESS VS. RIVER FLOW <br /> 300 •2� <br /> j Background hardness at critical low flow(-1000 cfs) <br /> .+ {, <br /> 250 <br /> 200 •L-. .s, _. <br /> O <br /> m <br /> 41 <br /> 150 3;7•_:ti - <br /> F_SS <br /> 100 =� ' <br /> 50 • ' <br /> 0 <br /> 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 <br /> SJR Flow at Vernalis(cfs) <br />