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Folklore in Activated Sludge Treatment Plant Operations
Rocky Mountain Water Environment Association 65th Annual Meeting September 17, 2002 Folklore in Activated Sludge Treatment Plant Operations Eric J. Wahlberg
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Folklore Defined Folklore Defined
“An unsupported notion, story, or saying that is widely circulated.”
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Learning Objectives Myth 1 Myth 2 Myth 3 Myth 4 Myth 5
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What’s In It For You?
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Where Did I Get This Title? I Stole It.
Folklore Defined Where Did I Get This Title? I Stole It. Richard I. Dick (1976). “Folklore in the design of final settling tanks,” Journal Water Pollution Control Federation, 48, pp
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Myth 1 Blankets are necessary for secondary clarifiers to work properly.
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How Often Has It Been Said
Activated sludge secondary clarifiers perform two functions: 1. Clarification of the overflow 2. Thickening of the underflow
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How Often Has It Been Said
Activated sludge secondary clarifiers perform two functions: 1. Clarification of the overflow 2. Thickening of the underflow Yuk!
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Thickening Role is Root Cause of Many Problems
Operators try to achieve unachievable RAS concentrations Denitrification Phosphorus release Deterioration in sludge quality
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Just Say No Thickening in secondary clarifiers
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RAS Concentration a Fixed Multiple of MLSS
Q + QRAS XRAS = XML QRAS
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Secondary Clarifier as a Reactor?
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Secondary Clarifier as a Reactor?
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Secondary Clarifier as a Reactor?
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Secondary Clarifier as a Reactor?
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Secondary Clarifier as a Reactor?
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Secondary Clarifier as a Reactor?
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Secondary Clarifier as a Reactor?
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Truth 1 Blankets are not necessary for secondary clarifiers to work properly, and better performance will result when no blankets are kept in secondary clarifiers.
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Myth 2 The hydraulic detention time in the aeration basin is decreased by increasing the RAS flow rate.
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Proper Response to an Over-loaded Clarifier: Increase RAS
Increase RAS flow
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The Basic Activated Sludge Process
Effluent Influent Mixed liquor Secondary clarifier Aeration basin WAS RAS
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Control Volume Shows Two Flows Into The Aeration Basin
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This Is How The Myth Got Started
HRT = VAB/(Q + QRAS)
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This Is How The Myth Got Started
HRT = VAB/(Q + QRAS) But this is not correct. Why?
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Control Volume Shows Two Flows Into The Aeration Basin
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Shrinking the Clarifier the RAS Flow Is Completely Internal
Control Volume
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The Basic Activated Sludge Process
Effluent Influent Mixed liquor Secondary clarifier Aeration basin WAS RAS
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Tanks Are Full; No Influent, Effluent, WAS
Mixed liquor Secondary clarifier Aeration basin RAS
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Truth 2 The hydraulic detention time in the aeration basin is not affected by the RAS flow rate. As Glen Daigger stated Sunday: “Bugs only know SRT; they do not know HRT”.
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Myth 3 The MLSS concentration can be controlled by the RAS flow rate.
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“No” Blankets In Under And Critically Loaded Clarifiers
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Blankets Form In Over Loaded Clarifiers
Decrease RAS flow
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System Response: Blanket Comes Up, MLSS Goes Down
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Solids Concentration (g/L)
Over Loaded To Under Loaded, MLSS Goes Up 10 20 30 40 5 15 Solids Concentration (g/L) Solids Flux (lb/ft 2 d)
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Truth 3 The MLSS concentration can be controlled by the RAS flow rate, but you don’t want to because it’s limited and it requires blankets in the clarifiers (see Truth 1).
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Myth 4 Process control means keeping the MLSS concentration or the F:M ratio or the SRT constant.
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What Are We Trying to Accomplish?
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In Essence Our Jobs Are Very Simple
As David Jenkins almost said on Sunday, we want a sludge that: Settles well Compacts well Flocculates well
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You Cannot Control What You Do Not Measure
Process control should be based on maintaining stable, optimal sludge quality.
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Truth 4 Process control means maintaining stable, optimal sludge quality (that meets permit).
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Myth 5 The MLSS concentration, the F:M ratio, and the SRT can be controlled simultaneously .
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Engineers’ Design Data Keep This Myth Going
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Equation For MLSS Concentration
So – S SRT XML = {XINF-ISS + [Yg( )]} HRT 1 + bSRT
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Truth 5 Fix the SRT to achieve permit compliance and let the MLSS and F:M “drift” to wherever they want to.
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Thank you! Myth 1 Myth 2 Myth 3 Myth 4 Myth 5
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