l17 activ slud 1 - MIT OpenCourseWare0 50 100 150 200 250 0 0.5 1 1.5 2 Retention time, tR (days)...
Transcript of l17 activ slud 1 - MIT OpenCourseWare0 50 100 150 200 250 0 0.5 1 1.5 2 Retention time, tR (days)...
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Retention time, tR (days)
Su
bstr
ate
, S
; B
iom
ass, X
(m
g/L
)
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25
50
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100
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Tre
atm
en
t eff
icie
ncy (
perc
en
t)
S (mg COD/L)
X (mg VSS/L)
Efficiency (percent)
Lecture 17.xls 2/20/2006
StirredUnstirred
00 2
Solids Retention Time (days)
EFFECT OF SOLIDS RETENTION TIME, θc, ON THE SETTLING PROPERTIES OF ACTIVATED SLUDGE
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2000 mg/L-MLSS
12 14
Zone
Set
tling
Vel
ocity
, ft/h
r
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8
12
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Figure by MIT OCW.
Adapted from: WEF. Wastewater Treatment Plant Design. Alexandria, Virginia: Water Environment Federation, 2003.
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Aer
atio
n Ta
nkM
LSS
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cent
ratio
n, m
g/L
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1Return Sludge Ratio, R:Q
TYPICAL OPERATING RANGE FOR ACTIVATED-SLUDGE SYSTEMS
Common operating range
Suggested maximum
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SVI = 50 SVI = 100SVI = 150SVI = 200SVI = 400
Figure by MIT OCW.
Adapted from: WEF. Wastewater Treatment Plant Design. Alexandria, Virginia: Water Environment Federation, 2003.