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A secondary clarifier handles a total flow of 9600 m3/d from the aeration tank of a conventional activated-sludge treatment system. The concentration of solids in the flow from the aeration tank is 3000 mg/L. The clarifier is required to thicken the solids 12,000 mgL and hence it is to be designed for a solid flux of 3.2 kg/m2.hr. The surface area of the designed clarifier for thickening (in m2, in integer) is __________.Correct answer is '375'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A secondary clarifier handles a total flow of 9600 m3/d from the aeration tank of a conventional activated-sludge treatment system. The concentration of solids in the flow from the aeration tank is 3000 mg/L. The clarifier is required to thicken the solids 12,000 mgL and hence it is to be designed for a solid flux of 3.2 kg/m2.hr. The surface area of the designed clarifier for thickening (in m2, in integer) is __________.Correct answer is '375'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A secondary clarifier handles a total flow of 9600 m3/d from the aeration tank of a conventional activated-sludge treatment system. The concentration of solids in the flow from the aeration tank is 3000 mg/L. The clarifier is required to thicken the solids 12,000 mgL and hence it is to be designed for a solid flux of 3.2 kg/m2.hr. The surface area of the designed clarifier for thickening (in m2, in integer) is __________.Correct answer is '375'. Can you explain this answer?.

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Here you can find the meaning of A secondary clarifier handles a total flow of 9600 m3/d from the aeration tank of a conventional activated-sludge treatment system. The concentration of solids in the flow from the aeration tank is 3000 mg/L. The clarifier is required to thicken the solids 12,000 mgL and hence it is to be designed for a solid flux of 3.2 kg/m2.hr. The surface area of the designed clarifier for thickening (in m2, in integer) is __________.Correct answer is '375'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of A secondary clarifier handles a total flow of 9600 m3/d from the aeration tank of a conventional activated-sludge treatment system. The concentration of solids in the flow from the aeration tank is 3000 mg/L. The clarifier is required to thicken the solids 12,000 mgL and hence it is to be designed for a solid flux of 3.2 kg/m2.hr. The surface area of the designed clarifier for thickening (in m2, in integer) is __________.Correct answer is '375'. Can you explain this answer?, a detailed solution for A secondary clarifier handles a total flow of 9600 m3/d from the aeration tank of a conventional activated-sludge treatment system. The concentration of solids in the flow from the aeration tank is 3000 mg/L. The clarifier is required to thicken the solids 12,000 mgL and hence it is to be designed for a solid flux of 3.2 kg/m2.hr. The surface area of the designed clarifier for thickening (in m2, in integer) is __________.Correct answer is '375'. Can you explain this answer? has been provided alongside types of A secondary clarifier handles a total flow of 9600 m3/d from the aeration tank of a conventional activated-sludge treatment system. The concentration of solids in the flow from the aeration tank is 3000 mg/L. The clarifier is required to thicken the solids 12,000 mgL and hence it is to be designed for a solid flux of 3.2 kg/m2.hr. The surface area of the designed clarifier for thickening (in m2, in integer) is __________.Correct answer is '375'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice A secondary clarifier handles a total flow of 9600 m3/d from the aeration tank of a conventional activated-sludge treatment system. The concentration of solids in the flow from the aeration tank is 3000 mg/L. The clarifier is required to thicken the solids 12,000 mgL and hence it is to be designed for a solid flux of 3.2 kg/m2.hr. The surface area of the designed clarifier for thickening (in m2, in integer) is __________.Correct answer is '375'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.