Industrial Water Pollution Control

acid activated carbon activated sludge adsorbed adsorption aerated lagoons aeration basin aerobic alkalinity anaerobic batch biodegradable biological BOD removal C₁ Calculate carbon cation chemical clarifier coagulant coefficient column computed decrease degradable denitrification depth detention dewatering dissolved oxygen dosage Eckenfelder effluent FIGURE filamentous filter filtration floc flocculation flow rate flux ft² ft³ gal/(min head loss hp/million increase industrial wastes industrial wastewaters influent kg/d kg/m³ lb/d lb/ft³ lb/in² liquid m³/(min m³/d maximum membrane metals mg/l million gal/d mixed nitrification nitrogen operation organic oxidation particles percent phenol phosphorus plant polymer precipitation pressure Purdue University reaction reactor recycle reduced regeneration resin reverse osmosis settling shown in Fig shown in Table sludge age soluble substrate surface suspended solids tank temperature thickener toxic treatment volatile volume Waste Conf wastewater zeta potential zone