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Quantity of Water and Sewage
Rainfall and Runoff
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acid activated carbon activated sludge adsorption aeration American Water anaerobic anaerobic digestion application aquifer average backwash bacterial basin biological calculated carbon channel Chap chemical chlorine chlorine dioxide clarifier coagulation coefficient concentration concrete contain cost Denitrification depends depth Determine dewatering diameter discharge disinfection dissolved dosage effect effluent Engineering equation Example factor FIGURE filtration flocculation groundwater head loss hydraulic hyetograph increase infiltration influent inlet Journal of American loading manhole material maximum mg/L minimum nitrification nitrogen operation organic oxidation oxygen particles percent permit phosphorus pipe Pollution precipitation presented pressure primary produce pumping rainfall reduced removal result runoff sand sedimentation sewage sewer slope slow sand filters soil Solution storage storm surface suspended solids Table tank techniques temperature tion treatment plant trench trickling filter trihalomethanes typically unit valve velocity volume waste wastewater Water Works Association weir