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To Convert to lbs/day: <br /> (influent flow mgd) x (weight of water lbs/gallon) x (MLSS mg/1) =lbs/day of MLSS <br /> Given a BOD of 120 mg/ <br /> Given Influent flow of 54,000 gpd or .0540 mgd <br /> (.0540 rngd) x (8.34 lbs/gal) x (3,600 mg/1) = 1,621 lbs/day of MLSS <br /> Quantity of Microorganisms—Mixed Liquor Volatile Suspended Solids <br /> Mixed Liquor Volatile Suspended Solids (MLVSS) is composed mostly of microorganisms and <br /> some organic material. Thus, it is approximately equal to the amount of microorganisms in the <br /> wastewater and can be used to see if there are enough microorganisms available for the food in <br /> the system. <br /> MLVSS is determined by igniting a sample of dried MLSS in a furnace. The portion that burns is <br /> considered to be the microorganisms and therefore the remaining amount is inorganic material. <br /> The portion that burns is the MLVSS and is what eats the incoming food.At Wildwings,the MLVSS <br /> is done at an outside lab. MLVSS is typically 70%to 80% of the MLSS. if the MLVSS number is not <br /> available,then use the MLSS to get an estimate of the bacteria available. <br /> The quantity of microorganisms that are available for treatment are calculated by multiplying the <br /> volume of the aeration tank in millions of gallons by the weight of a gallon of water (8.34 lbs/gal) <br /> times the MLVSS in mg/I.The volume of the aeration tank is 0.128 mg at the Wildwings facility. <br /> Quantity of Bacteria Formula— MLVSS lbs <br /> (aeration tank volume Mg) x (weight of water lbs/gal) x (MLVSS mg/1) = Pounds of MLVSS <br /> Example: <br /> Given aeration tank volurne of 0.128 million gallons <br /> Given MLVSS of 2520 mg/I <br /> ❖ (0.128 rng) x (8.34 lbs/gal) x (2520 mg/1) = 2690 pounds of microorganisms (MLVSS) <br /> Sludge Volume Index-SVI <br /> Sludge Volume Index (SVI) describes how well the sludge from the aeration tank settles and <br /> compacts. Trending the SVI can help indicate changes happening, and prevent settling problems <br /> before they occur. To Increase SVI, increase the wasting rate and to decrease SVI, reduce the <br /> wasting rate. <br /> • An SVI of 80 or less usually indicates a sludge that is dense and has rapid settling <br /> characteristics. <br /> • SVI of 100 to 200 usually produces a high-quality effluent. The 5ludge typically 5ettles <br /> slower and traps more particulate matters and forms a uniform blanket before settling. <br />