Transcription of CHAPTER 5 Clarifiers - TN.gov
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CHAPTER 5 Clarifiers - TN.gov
January 2016 5-1 design Criteria Ch. 5 CHAPTER 5 Clarifiers General Criteria Purpose Number of Units Arrangements Tank Configurations Flow Distribution design Loading Primary Clarifiers Intermediate Clarifiers Final Clarifiers Weir Loading Rates Depth/Detention Time design Details Inlets Submerged Surfaces Weir Troughs Freeboard Sludge and Scum Removal Scum Removal Sludge Removal Sludge Removal Piping Sludge Removal Control Sludge Hopper Protective and Service Facilities Operator Protection Mechanical Maintenance Access Electrical Fixtures and Controls January
January 2016 5-7 Design Criteria Ch. 5 5.3 Design Details 5.3.1 Inlets Inlets should be designed to dissipate the influent velocity, to distribute the flow equally in both the horizontal and vertical vectors, and to prevent short-circuiting. Channels should be designed to maintain an inlet velocity of at least one (1) foot
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