dynamics of wastewater treatment systems
TRANSCRIPT
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Models
Models for
• understanding mechanisms• design• control
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Mass Balances
Conservation of mass:
(rate of change of vessel contents) =
(rate of inflows) – (rate of outflows) +(rate generated) – (rate consumed)
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Simple respirometer
The DO (SO) concentration:
Respiration rate r :
oo
o
SK
Srr
+−= max
rdt
dSo =
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
DO responses
Air flow rate
Oxygen concentration
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Dissolved oxygen dynamics
Oxygen transfer rate:
DO mass balance:
VSSaKrate OsatOL ⋅−⋅= )( ,
VrVSSaKSqSqdt
VSdOsatOLOoutinOin
O ⋅+−+−= )()(
,,
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Controlled DO response
Change in inlet DO(disturbance)
Change in DOsetpoint
DO conc
InletDO conc
Air flow rate
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Controlling the DO response
Influencing the Kl a
airL uconstaK •≈
)( , OrefOairOair SSKuu −+=
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Carbon removal activated sludge
Bio reactor
Influent
Sludge outtake
Effluent
Sludge recirculation
Aeration
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Simple biological kinetics
ProcessComponents
Nutrient N Biomass BKinetics
Aerobicheterotrophicgrowth BY
1− BNN
N XsK
s
+
µ̂1
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Simple bioreactor response
Influent substrate decrease
Substrate
Biomass
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Carbon removal kinetics
ProcessComponents
Nutrient BiomassKinetics
Aerobichetero-trophicgrowth
HY
1− HOO
O
SS
SH X
sK
s
sK
s
+
+
µ̂1
Oxygen
H
H
Y
Y 1−
Hetero-trophicdecay
Pf−1 -1 HH Xb
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Carbon removal response
Increase in air flow
Decrease in influent substrate
Biomass
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Pre-denitrification plant
Aerobic reactor
Sludge outtakeSludge recirculation
Influent
Internal recirculation
Effluent
Anoxic reactor
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Nitrogen Removal Process
Nitrification
Denitrification
Ammonium
Nitrate
Free gaseous nitrogen
Dissolved oxygen
Easily degradable organic matter
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Nitrogen removal kinetics
ProcessesComponents
CarbonBiomass
heterotrophic
Kinetics
Aerobic hetero-trophic growthAnoxic hetero-trophic growtnAerobic auto-trophic growthHeterotrophicdecayAutotrophic
decay
Oxygen NH4 NO3Biomassautotrophic
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Plant design for bio-P removal
Aerobic reactor
Sludge outtakeSludge recirculation
Influent
Anoxic reactor
Internal recirculation
EffluentBio-P
reactor
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
P removal
Processes
• Fermentation• P release
• P uptake• PAO growth
• PHA breakdown• PP breakdown
• PAO breakdown
Components• SF – fermentable COD• SA – volatile fatty acids• Dissolved oxygen• Phosphate• PHA – polyhydroxyl-
alkanoates• PP – polyphosphate• PAO
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
P release basic mechanisms
• Fermentation of fermentable COD to VFA. VFA used by the organisms to store carbon as poly-hydroxyl-alkanoates (PHA)
• P release from poly-phosphate into solution while VFA is converted to PHA
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
P uptake basic mechanisms
• P uptake from solution to PP using the PHA and DO
• Growth of PAO biomass, utilizing PHA and DO
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Easy degradable organic matter, VFA Phosphate
Carbon dioxide
Phosphate
PHA storage
Accumulated poly phosphate storage
Anaerobic condition:no dissolved oxygen nor nitrate present
Aerobic or anoxic conditions:nitrate and/or dissolved oxygen presentcondition
Phosphate Accumulating Organism (PAO)
Net P uptake
PO
4-P
, ppm
Accumulated poly phosphate storage
PHA storage
Concnetration in reactor
P removal mechanisms
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
0
5
10
15
20
27-sep 28-sep 29-sep 30-sep 01-okt 02-okt 03-okt 04-okt 05-okt 06-okt
pp
mNO3
NH4
PO4
Typical nutrient variationsNH4
PO4
NO3
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Simple tank hydraulics
Volume VArea A
qin qout
outin qqdt
dhA
dt
dV −==
αhbNconstqout ⋅⋅⋅=
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Multilayer model
Layer 1
Layer m
Layer n
Overflow
Underflow
Feed Layer m-1
Layer m+1
....
....
....
....
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Multilayer model
( ) ( )nmi
ffAxxqdt
dxAh iiiiiu
iii
,...,1
11
+=
−+−= −−
Underflow
Solids fluxixC
iiii eCxvxf 21
−==
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
State model
( )( )ptdtutxgty
ptdtutxfdt
dx
),(),(),()(
),(),(),(
=
=
x(t) = state variablesu(t) = manipulated input variablesd(t) = disturbances input variablesy(t) = output variables
Control of Biological WWT 2002
Gustaf Olsson, IEA, Lund University
Input-output models
( )ptdtutyhdt
dy),(),(),(=
)()(...)2()(
)(...)2()()(
21
21
tvtntubttubttub
tntyattyattyaty
n
n
+∆⋅−++∆⋅−+∆−++∆⋅−++∆⋅−+∆−=
Time discrete form: