Optimizing%20Clarifiers:%20What%20Have%20We%20Learned? - PowerPoint PPT Presentation

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Title: Optimizing%20Clarifiers:%20What%20Have%20We%20Learned?


1
Optimizing Clarifiers What Have We Learned?
  • Presented by
  • John K. Esler, P.E.
  • CPE Services, Inc.
  • Enfield, NH
  • www.clarifiers.com

2
(Alternate Title) Optimizing Clarifiers What
Do We Think We Learned?
  • Presented by
  • John K. Esler, P.E.
  • CPE Services, Inc.
  • Enfield, NH
  • www.clarifiers.com

3
(Alternate Title) Optimizing Clarifiers What
Do We Still Have to Learn?
  • Presented by
  • John K. Esler, P.E.
  • CPE Services, Inc.
  • Enfield, NH
  • www.clarifiers.com

4
To Learn to gain knowledge or understanding
of .. by study, instruction or experience.
5
A Basic Understanding
  • What do their currents look like?

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with a Stamford/Crosby baffle.
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More Basics
  • How do we analyze clarifiers? . How do we get an
    initial handle on their performance?

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Daigger-Roper Curves
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Focus on field testing!!
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RSR / draft tube Clarifier Currents
RAS box
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Begin with best shape It all depends on ..
  • Your professor circular!
  • Your state of mind .. Square?
  • Your location
  • NYC, LA, DC, Boston .. Rectangular
  • The rest of the universe? .. Circular
  • Your data ASCE CRTC
  • NYC Rockaway Gould Type 2 .. 1800 g/sf/d
  • LACSD San Jose Gould Type 1 .. 2200 g/sf/d

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Typical LA County San. Dist. Clarifier Layout
150 long x 20 wide x 9.5 deep
2 parallel effluent launders
3 opposing jet inlet nozzles
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150-ft x 20-ft x 9.5-ft SWD
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3 Opposing Jet Nozzle Inlets
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Two parallel launders 1/3 clarifier length
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Circular Clarifier Centerwells
  • What diameter?
  • How deep?
  • Anything else?

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What diameter?
  • No one knows!
  • JE Too big (gt 20) reduces mixing
  • JE Too small (10 /-) increases turmoil
  • Depends on MLSS concentration SVI

34
What centerwell depth?
  • No one knows .. With or without EDI?
  • JE too deep (gt1/2 center depth)
  • LA-Hyp. 0.25 center depth was OK
  • LA-Hyp. 0.4 center depth was OK
  • Design for downward velocity?
  • Depends on blanket depth

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Any special centerwell details?
  • In-turned lip? (NG)
  • Baffles?.. With mixers.
  • Submerged? .. It depends .
  • Structural supports?

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In-turned Lip
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Centerwell Scum!!!
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Flow is inward!
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Sheet Flow Inward!
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Submerged Centerwells?
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Now we have Q R .. R1 .. ..flowing
downward in the centerwell.
.. which leads to faster density currents!
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What about the rest of the scum ???
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What about the launders?
  • Weir length is not as important as ..
  • Location! Location! Location!

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The absolute WORST configuration .
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This is what happens !!!!!
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A simple solution ..
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MAJOR Causes of failure in circular clarifiers
  • poor flocculation
  • High SVIs
  • High solids loadings
  • Solids leaving the central portion!!!! WHY???

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9/15 _at_ 0700 hrs 3FC _at_ 10 mgd
LOCATION 7 12 15 45 70
-1 .92 .85 .04 .03 .03
-2 .85 .84 .04 .03 .03
-3 .80 .84 .04 .03 .03
-4 .80 .85 .04 .03 .03
-5 .80 .85 .04 .03 .03
-6 .78 .84 .04 .03 .04
-7 .69 .82 .04 .03 .04
-8 .69 .80 .04 .03 .05
-9 .68 .76 .04 .03 .05
-10 .65 .71 .03 .04 .05
-11 .63 .67 .03 .04 .05
-12 .62 .65 .47 1.20 5.10
-13 .61 .55 .58 3.40
-14 .64 .65 .59
-15 .66 .65
TOTALS 12 13 2 5 5 37
?
?
?
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Not due to the downward velocity.
  • Texas Standard not to exceed 9 fpm
  • Metro Syracuse .. 4.8 fpm
  • Erie Co. Southtowns .. 6 fpm
  • Joint Meeting (NJ) .. 4.7 fpm
  • Houston 69th Street .. 3.3 fpm
  • Manchester (NH) .. 3 fpm
  • LA-Hyperion .. 1 fpm!!!

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Eslers Baffle Hypothesis
  • One baffle is good (Oak Orchard)
  • Two baffles are better (Herkimer)
  • Three baffles even better (Branford, CT)
  • Four baffles better yet! (Waterford)
  • Five baffles ????? Six baffles ?????
  • The wrong baffle will mess it up (Moravia, Salt
    Lake City, Edgewood (NJ))

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Edmonton Gold Bar WWTP
Baffled Clarifier
60
Crosby Cylindrical Baffle
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McKinney Baffle
  • Crosby Baffle

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Sludge Collection in circular clarifiers
  • Do we suction it .. or scrape it?
  • A suction manifold . or draft tubes?
  • plow blade scrapers .. or spiral blade?

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Sludge Collection in circular clarifiers
  • Floor slope? 1 per ft for scrapers
  • Tip speed? Very little data ..
  • JE 7 to 10 fpm .. Not 15 to 30 fpm

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CFD Modeling what do we know?
  • Its now used on many major projects.
  • Remember G.I.G.O?
  • I have had too much negative experience.
  • Why has it never shown the excessive turbulence
    in the central area of a circular clarifier??
  • We need a concerted effort to demonstrate the
    predicted performance with actual field tests!

77
In summary, what have we learned?
  • The right operator can make almost anything work
    !
  • Almost every clarifier can be optimized.
  • (Occasionally, one should be nuked.)

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WWW.CLARIFIERS.COM
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