Organic Loading Rate. PDF file7 rowsOrganic loading rate is defined as the application of soluble and particulate organic matter It Hydraulic Loading RaRequired Infiltrative STheoretical Organic LTheoretical Organic L 02 1800 00025 025 045 800 00056 056 06 600 00075 075.

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The loading rate of aeration tank is based on the following four parameters 1 Hydraulic Retention Time (HRT) 2 Volumetric BOD Loading or Volumetric Organic Loading 3 Food to MicroOrganism Ratio (F/M Ratio) 4 Mean Cell Residence Time (MCRT) or Sludge Retention Time (SRT) or Sludge Age Parameter # 1 Hydraulic Retention Time (HRT).

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The Organic Loading is defined as the application of soluble and particulate organic matter It is typically expressed on an area basis as pounds of BOD5 per unit area per unit time such as pounds of BOD5 per square foot per day (lb/ft2/day) is calculated using organic_loading = Influent substrate concentration * Average daily influent flow rate / Volume of the reactor.

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The organic loading rate for a trickling filter can be determined by using the following equation It is VERY important to realize that the unit is 1000 ft 3 That means that if the volume is 30000 ft 3 that means you would enter it into the equation as 30 (1000 ft 3 ) “30” will be the only number used in your calculation because “1000 ft 3 ” is the unit only.

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Essentially organic loading rate (kg COD/L/day) is calculated as OLR = (CODi * Q)/V = CODi * (Q/V) = CODi * (1/HRT) where OLR Organic Loading Rate (kg COD/L/day).

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Organic loading rate is defined as the pounds of Biochemical Oxygen Demand applied to the trickling filter per 1000 ft³ of volume of media per day Biochemical Oxygen Demand is the rate at which organisms use the oxygen in water orwastewater while stabilizing decomposable organic matter under aerobic conditions.