4.2.AWWTP is to treat 5 MGD of wastewater using activated sludge. Five sets of aeration tank followed by five secondary clarifiers to be used of which four of them to be working at any time. The MLSS is 1400 mg/L. What is the solids loading rate if the cross section area is 300 ft² and the flow rate of activated sludge need to be returned from the recycling line is 30%? b) 76 Ib/d.ft² c) 51 Ib/d.ft² d) 63Ib/d.ft² a) 46 Ib/d.ft² 4.3.Two machines working in a room measures (40 m x 10 m x 5 m). Every machine emits an air pollutant (MW=106 g/mole) at a rate of 230 mg/hr. Assume the air pollutant is conservative. How many air changes per hour are needed to maintain a concentration of 0.1 ppm in a STP of 1 atm. and c) 0.76 change/hr d) 1.25 change/hr 25°C? b) 0.53 change/hr a) 0.25 change/hr
4.2.AWWTP is to treat 5 MGD of wastewater using activated sludge. Five sets of aeration tank followed by five secondary clarifiers to be used of which four of them to be working at any time. The MLSS is 1400 mg/L. What is the solids loading rate if the cross section area is 300 ft² and the flow rate of activated sludge need to be returned from the recycling line is 30%? b) 76 Ib/d.ft² c) 51 Ib/d.ft² d) 63Ib/d.ft² a) 46 Ib/d.ft² 4.3.Two machines working in a room measures (40 m x 10 m x 5 m). Every machine emits an air pollutant (MW=106 g/mole) at a rate of 230 mg/hr. Assume the air pollutant is conservative. How many air changes per hour are needed to maintain a concentration of 0.1 ppm in a STP of 1 atm. and c) 0.76 change/hr d) 1.25 change/hr 25°C? b) 0.53 change/hr a) 0.25 change/hr
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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