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<br />~ <br /> <br />~ <br />Jl Our information and costs for Resin Adsorption are based on phenol, not <br /> <br />r.. COD. If it works on the blowdown, it will cost about $2.0/1000 gals <br /> <br />(= S652/acre-ftl, but we cannot ~redict the quality. It will be used in the <br /> <br />makeu~ only if it gives an im~roved quality over biological oxidation. Whether <br /> <br />it will or not is unknown at this tL~e. <br /> <br />Carbon Adsorption may, tentatively, be expected to <br />. 28 29 <br />effluent. Eased an 1973 costs from Hutch~ns ' , we <br /> <br />give a good quality <br />4' <br />found ll~/lb COO removed . <br /> <br />Today.s costs are neare: 15~/lb COO. This translates as <br /> COO Removed <br /> (mg/l) $/1000 gals <br /> 10,000 12.5 <br /> 5,000 6.2 <br /> 1,000 1.2 <br /> 500 0.6 <br /> <br />Culp and Shuckrow, for very large mur.icipal plants with low COD loadi~~s, <br />found SO.6/1000 gals (= Sl96/acre-ftl. <br />The cost of the use of carbon is so de~endent on the COD that we cannot <br /> <br />safely ~redict it. Carbon will only be used if the costs are <br /> <br />Wet Oxidation is likely to be a reliable general purpose <br /> <br />less than alte~natives_ <br />31 <br />trea~ent , but <br /> <br />che cost will be more ~~an $6/1000 gals ($195~'acre-ft). Wet oxidation can <br />take t~e place of carbon adsorbtion Eor ~gh concen~rations. <br />In sum, in plants having the maximum organic content in the c~oling tower <br />blowdown, a great ~provement in quality can be obtained by biological trea~~ent <br />nf the makeup at a cost of S2.4 to $5.6/1000 gals of blowdcwr,. A better <br />quality probably can be obtained by carbon adsorption or wet oxidative t:ea~ent <br />of the blowdown at more ~~an $6/1000 gals of blowdown. Salt removal will be <br />by forced eva~oration at an additional cost of $6-11/1000 gals. Impoundment <br />with, or without any of the above treatments, costs about $4.60/1000 gals. <br />2.9 Domes~ic Wastes ~rom Plant <br />A discussion on the quality and treatment of ~astewaters from pctable and <br />domestic usage is found in Section 4.5. The quantity of wastewater is relatively <br />small, about 28 gpm (= 45 acre-ft/yr). <br /> <br />49 <br />