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1 <br /> 1.00 <br /> 0.80 <br /> 0.60 <br /> 0.40 ------ - <br /> 0 <br /> U <br /> 0.20 <br /> i <br /> U • <br /> 0 <br /> Z <br /> Z <br /> Q <br /> W <br /> W <br /> ... ¢ 0.10 • <br /> Z <br /> O <br /> 0.08 <br /> U <br /> cc <br /> N 0.06 <br /> O <br /> M <br /> 0.04 <br /> - APPLICATION RATE <br /> I` • 0.37 m3/hr.m 0 <br /> ._ ■ 0.25 m3/hr-m <br /> 0.02 <br /> A 0.16 m3/hr•m <br /> O 0.10 m3/hr•m <br /> 0.01 <br /> O 10 20 30 40 50 <br /> • DISTANCE DOWN SLOPE,m <br /> Figure 4-1: BODS Fraction Remaining vs. Distance Down Slope - <br /> Application Rate Study with Primary Effluent <br /> -24- <br /> 4 <br />