A municipality with a design flow rate of 660,000 gal/day, influent BODs = 215 mg/L, assume 35% BODs is removed by prima

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A municipality with a design flow rate of 660,000 gal/day, influent BODs = 215 mg/L, assume 35% BODs is removed by prima

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A Municipality With A Design Flow Rate Of 660 000 Gal Day Influent Bods 215 Mg L Assume 35 Bods Is Removed By Prima 1
A Municipality With A Design Flow Rate Of 660 000 Gal Day Influent Bods 215 Mg L Assume 35 Bods Is Removed By Prima 1 (17.17 KiB) Viewed 26 times
A municipality with a design flow rate of 660,000 gal/day, influent BODs = 215 mg/L, assume 35% BODs is removed by primary treatment, effluent BODs is lowered to 30 mg/L, and number of stages used in RBC is 4. A pilot plant study gave a k value of 1.25 gal/day-ft?. Determine a. The design hydraulic loading, gal/day-ft? b. The BODs after each stage, mg/L C. The disc area per stage (25 points)
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