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1.0 <br /> 0.6 0 _ <br /> 0.60 <br /> 0.4 0 <br /> i' <br /> U 0.20 <br /> N <br /> ■ <br /> 0 <br /> Z <br /> 2 <br /> h� <br /> w 0.10 <br /> cc <br /> 2 • <br /> 0 0.08 <br /> CC Q <br /> LL 0.06 <br /> D � <br /> O <br /> M <br /> ' 0.04 <br /> APPLICATION RATE <br /> ■N 0. m3/hr•m■ 0.2525 m3/hr m <br /> ♦ 0.16 m3 0.006 m 0.006 <br /> 0.02 7 <br /> 0 0.10 m3/hr m e4 m <br /> 0.01 <br /> I 10 20 40 <br /> DISTANCE DOWN SLOPE, m <br /> Figure 4- 3: BODS Fraction Remaining vs. Distance Down Slope - <br /> Application Rate Study with Screened Raw Wastewater <br /> -26- <br />