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I <br /> TABLE 4-4: COMPARISON BETWEEN ACTUAL AND PREDICTED EFFLUENT <br /> BOD CONCENTRATION FROM OVERLAND FLOW SYSTEMS <br /> 5 RECEIVING PRIMARY AND RAW WASTEWATER <br /> i� <br /> Actual Predicted <br /> Location Applied Application Slope Effluent Effluent <br /> Wastewater Pate, Length, BODS9, DOD , <br /> m /hr•m m mg/L mg/�, <br /> l CRREL, NH Primary 0.25 30.5 17 16.3 <br /> (Jenkins, 1981) <br /> Primary 0.37 30.5 19 17.5 <br /> Primary 0.12 30.5 8.5 9.7 <br /> I� Ada, OK Primary 0.10 36 8 8.2 <br /> (Thomas, 1978) <br /> Raw 0.13 36 10 9.9 <br /> Easley, SC Raw 0.21 53.4 23 9.6 <br /> (Pollock, 1980) <br /> Is <br /> 1 <br /> B <br /> I <br /> i� <br /> Is <br /> 31 _ <br />