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Civil & Environmental Engineering
Reform The Enhanced Biological Phosphorus Removal
Design to Enable Sustainable Nutrient
and Carbon/Energy Recovery
April .Z. Gu
Professor
School of Civil and Environmental Engineering
Cornell University
Ithaca, NY
Civil & Environmental Engineering
Current Challenges in EBPR Practice
▪ Increasingly stringent permits demand higher consistency
and stability
▪ Backup chemical systems often required
▪ Sporadic metal salt addition negatively impacts P recovery
processes
▪ External carbon may be required to obtain desired C/P
ratio; increases carbon footprint
▪ Conflict between P and carbon diversion & N optimization
(i.e A- B stage, PN/PDNA)
Civil & Environmental Engineering
Influent rbCOD/P Ratio Correlates with EBPR Stability
0
1
2
3
4
5
6
7
0 20 40 60
ffCOD/P (mg/mg)
Sta
bil
ity
Ra
nk
rbCOD/P >20-25 recommended
Gu et al., 2008, WER- survey of EBPRs in US
Sufficient rbCOD required for EBPR
Carbon supplement – external C, fermentate
5
rbCOD/P (mg/mg)
50
PAOs dominance
PAO & GAOsco-exist
GAOs dominance
WWTP rbCOD/P = 10-40
Liu et al. 1994; Schuler et al., 2003
EBPR Is Considered as Unfavorable for:
- Low influent C/P
- Fluctuating loading
- Not compatible with short-cut N removal processes
- Stringent limits: Chemical back-up needed for compliance
Civil & Environmental Engineering
Enhanced Biological Phosphorus Removal (EBPR)Alternative Technology: Side-Stream EBPR (S2EBPR)
4
Influent
WAS
Aerobic
RAS
Anaerobic
Conventional EBPR
S2EBPR
Influent
WAS
AerobicAnoxic
RAS
Side-stream
Anaerobic
Reactor
5-30%
Anoxic
S2EBPR
• Emerging technology integrating on-
site sludge fermentation
• Offer advantages over conventional
▪ Influent C/P-independent
▪ Controlled anaerobic zone
▪ Favorable condition for PAOs
▪ Flexible implementation
S2EBPR outperform conventional EBPR
Full-scale pilot study
(Vollertsen et ;a.,2006; Barnard et al.,2017; Gu et al, 2019)
Full-scale implementation
Civil & Environmental EngineeringSlide 5
S2EBPR Survey in US - Various S2EBPR Configurations
Side-Stream RAS plus Carbon (SSRC)Side-Stream RAS (SSR)
Unmixed In-Line Fermentation (UMIF)Side-Stream MLSS (SSM)
Guetal.,WERFreport2019
Civil & Environmental EngineeringSlide 6
0.001
0.01
0.1
1
10
0% 20% 40% 60% 80% 100%
Conc
entration(m
g/)
%ofValuesLessThanorEqualtoIndicatedValue
0.01
0.1
1
10
0% 20% 40% 60% 80% 100%
Conc
entration(m
g/)
%ofValuesLessThanorEqualtoIndicatedValue
0.001
0.01
0.1
1
10
0% 20% 40% 60% 80% 100%
Conc
entration(m
g/)
%ofValuesLessThanorEqualtoIndicatedValue
0.01
0.1
1
10
0% 20% 40% 60% 80% 100%
Conc
entration(m
g/)
%ofValuesLessThanorEqualtoIndicatedValue
12
TP target 1.5 mg/L
TP summer target 0.22 mg/L
TP target 2 mg/L
TP target 0.25 mg/L
TP_FE OP_SE
OP_SE
OP_SE
OP_FE
South Cary Westside Regional
Cedar Creek Henderson
Performance Survey of S2EBPR
3-year performance data
Conventional
EBPR*
50th
percentile0.05-0.8 [0.26]
90th
percentile0.2-2.5 [1.6]
90th/50th
ratio2-24 [11.5]
South
Cary
Westside
Regional
Cedar
CreekHenderson
50th
percentile0.28 0.04 0.82 0.32
90th
percentile0.89 0.10 1.10 1.00
90th/50th
ratio3.17 2.39 1.34 3.13
• Relatively stable performance were shown for all the 4 S2EBPR facilities,
as indicated by the 90th to 50th percentile ratio (90%/50%) for effluent P
levels.
Civil & Environmental Engineering
Microbial diversity in S2EBPR plants is higher than those
in conventional EBPRs
7
Gu et al., WERF report2019, Onnis-Hayden et al., WER, 2019
• Plant-specific community
fingerprint
• Separation of S2EBPR vs
conventional plants
S2EBPR exhibit consistently
higher community diversity index
Civil & Environmental Engineering
S2EBPR vs A2O
Full-scale pilot testing
Slide 8
Conventional S2EBPR
Phase Period Conventional S2EBPR
I-A Apr26th,2016-Jun21st,2016 A2OWestbank
(mixed,~1.5h,~100%)
I-B Jun22th,2016-Aug31st,2016 A2OWestbank
(inter.mixed,~1.5h,~100%)
conventional
S2EBPR
Performance
comparison
Gu et al., 2019 WERF, Wang et al., 2019 WR
Oligotype 5 and 6
were predominant
in Conventional
EBPR
Oligotype 2 was
predominant in
S2EBPR
Micro-diversity of Accumulibacter
Conventional
S2EBPR
Beforepilot
Temporal microbial community changes
Civil & Environmental Engineering
0 20 40 60 80 100
0.125
0.25
0.5
1
2
4
8
16
32
Ram
an
Inte
nsity
Ratio
of G
lyco
ge
n (IG
LY /Ia
mid
e I )
S2EBPR-PP
EBPR-PP
Ram
an
In
ten
sit
y R
ati
o o
f P
oly
P (
I PP/I
am
ide
-I)
Cumulative frequency (%)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
S2EBPR-Gly
EBPR-Gly
Enhanced Biological Phosphorus Removal (EBPR)Phenotypic Changes at Single-Cell and
Functionally-Relevant Population Level
Increase in polyP, glycogen intensity among
individual PAO cells
Improved performance and stability in S2EBPR maybe associated with:
▪ Higher polyP and glycogen storage
▪ Higher PHA available for P uptake
PolyP increase
in PAOs in
S2EBPR
S2EBPR EBPR S2EBPR EBPR0
1
2
3
4
5
6
Ram
an
In
ten
sit
y R
ati
o o
f P
HA
(I P
HA/I
am
ide I)
PHA in PAO
PHA in GAO
PHA in PPB
PHA in all
UFAT feedingHAc feeding
Normalized PHA intensity in individual cells
(PPB: PHA-
producing
bacteria)
Glycogen
increase in
PAOs/GAOs in
S2EBPR
Civil & Environmental Engineering
Conventional S2EBPR
C-source:
-Influent-dependent acetate-
dominant
- Acetate-using PAOs/GAOs
- Susceptible to influent changes
PAO/GAO competition:
- Hac uptake kinetics
- Ks based competition
Anaerobic Zone:
-impacted by recycles/influent
Configuration flexibility:
- Requires rbCOD/anaerobic
- Not compatible with carbon
diversion (A/B)
C-source:
- In situ fermentation, more
complex substrates mixture
- Diverse PAOs/GAOs using
various substrates
PAO/GAO competition:
- Other VFAs (propionate) favors
PAOs
- Differential decay
-Better controlled
-Larger anaerobic biomass % due to
higher MLSS & small split RAS flow
- Flexible implementation
- Compatible with carbon diversion
or short-cut N process
S2EBPR Reforms EBPR Design Strategy
Civil & Environmental Engineering
▪ Lack of isolated key culture (e.g.
Accumulibacter PAO)
▪ Bulk-level studies cannot reveal
diversity of metabolic pathways
▪ Limitation of phylogenetic
methods
• Target known PAOs, GAOs
Enhanced Biological Phosphorus Removal (EBPR)Challenges in Studying EBPR Systems
▪ Candidate methods linking
phenotype to phylogeny
▪ MAR-FISH
• Isotope-based approach (e.g.
SIME)
• Functional omics approach
• Raman Microspectroscopy
Civil & Environmental Engineering
Enhanced Biological Phosphorus Removal (EBPR)Available Microbial Ecology Tools for Full-Scale
S2EBPR Understanding
Neisser/DAPIStaining
AnalysisComplexity$$$
Fluorescenceinsituhybridization(FISH)
qPCR
RamanSpectroscopy
AmpliconSequencing Metagenomics
Raman-FISH-SIP
Gene-chips/RealtimePCR Metatranscriptomics
Metaproteomics
§ Quantificationof“totalPAOs”inBiovolumeFraction
§ QuantificationofknownPAOs”,“KnownGAOs”
§ Quantificationof“knownPAOs”bygenecopy
§ SpecieslevelAccuracy
§ Quantificationof“totalPAOs”,“totalGAO”
§ Single-cellmetabolicfingerprints
§ Cell,population-levelinformation
§ “Overallcommunity”inrelativeabundances
§ IncludingknownPAOs,GAOs
§ Nofunctionalinformation§ 16SrRNAGeneCopy
§ Functionalgenetranscriptionprofile
§ Potentialassembleofpart/wholegenomesinferring
EBPRrelatedpathways
Credit to YueYun Li, BV
Civil & Environmental Engineering
inte
nsi
ty
Species 2
Species 1
Species 3
Simultaneous Phylogenetic Identification and Single
Cell phenotyping
Raman Single Cell Phenotyping
Cell-sortingphenotypic clustering analysis
“Single Cell” Genomic analysis: OTUs Raman phenotyping: OPUs
Genotype-function link
(Matrices correlation analysis, Machine learning)
Majed et al., 2009, 2010, 2012, 2020; Li et al., 2018; unpublished
Civil & Environmental Engineering
Enhanced Biological Phosphorus Removal (EBPR)
▪ SCRS: a finer resolution phenotyping approach
Look Into Phenotypic Changes of PAOs and GAOs via
Single Cell Raman Spectroscopy (SCRS)
EBPR-related SCRS
fingerprintIdentify total PAOs and GAOsQuantify intercellular polymer dynamics at
population level
Cluster PAOs, GAOs based on
phenotypes, correlate with phylogenetic
diversity
Majed et al., 2009, 2010,2012; Li et al., 2018
OPU- operational phenotypic unit
Cell phenotyping via
metabolic state
Resolved C, P
mass flux
Population-level
Functions
Civil & Environmental Engineering
Does S2EBPR Suppress GAOs?
Comparable known GAO abundance in S2EBPR vs conventional
Gu et al., WERF report 2019, Onnis-Hayden et al., WER, 2019
South CaryWestside
Regional
Cedar
CreekHenderson
Total GAOs (Raman) 2.9% 2.9% 2.0% 8.3%
Known GAOs (FISH) 0.7% 0.5% 0.3% 4.5%
Unknown
GAOs?
Civil & Environmental Engineering
Enhanced Biological Phosphorus Removal (EBPR)S2EBPRs Enrich for Higher PAOs and GAOs that Use More
Diverse Carbon Sources
S2EBPR EBPR0
5
10
15
20
25
30
Re
lati
ve
ab
un
da
nc
e o
f P
AO
s,
% HAc feeding
UFAT feeding
Implications:
• S2EBPR select for other
substrate-utilizing PAOs
• Acetate-based assessment maybe
biased
When fed with fermentate
Higher PAOs in S2EBPR
Raman phenotype based total PAO and GAO quantification
S2EBPR EBPR0
5
10
15
20
**
HAc feeding
UFAT feeding
Re
lati
ve a
bu
nd
an
ce
of
GA
Os, %Implications:
• Other carbon-utilizing unknown
GAOs?
• More consistent with C/P ratio vs
PAO/GAO relationships
When fed with fermentate
Higher GAOs in S2EBPR
Civil & Environmental EngineeringSlide 17
Evidence of “Sequential” Intracellular Polymer Utilization
Implications in Maintenance/Decay
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
PP in PAO GLY in PAO GLY in GAO
No
rmal
ized
Ram
an
inte
nsi
ty
0h 12h 24h 36h 72h
PolyP and glycogen use in PAOs:
Both consumed, then accelerated polyP usage after cessation of glycogen utilization up to 72 hrs
Single cell Raman microspectroscopy reveals temporal trend of polyP and
glycogen utilization in PAOs and GAOs under extended anaerobic condition
Glycogen in GAOs:
Quick glycogen utilization in 12 hours
Li, et al. (2019), unpublished
Civil & Environmental EngineeringSlide 18
Model Development
ASM2(Henze et al,
2002)
Agent-
based
model(Bucci et al, 2012)
Foundation work
+S2EBPR
extension (Li et al, 2018)
Glycolysis-
TCA shift and
metabolic
versatility
Our previous work This study
• Maintenance precedes
decay
• PAO sequential polymer
usage in maintenance
• Glycolysis-TCA pathway shift
• Agent-based simulation on
PAO phenotypes of
glycolysis-TCA preferences
• PAO-GAO competition with
this pathway shift under
S2EBPR conditions
• PAOs, GAOs and OHOs
• PAO-GAO competition
• Agent-based modelling
framework
Civil & Environmental Engineering
Agent-Based Modeling Simulation Showed
Differential Decay for PAOs vs GAOs
*PAOs have much delayed
decay due to its versatile
metabolic ability to use
multiple polymers for
ATP/NADH balance
*Differential decay
contributes to GAO
suppression under
extended anaerobic
condition 85%
90%
95%
100%
0
1
2
3
4
5
6
7
8
0 6 12 18 24 30 36B
iom
ass r
ela
tive
to
be
gin
nin
g o
f in
cu
ba
tio
n
Po
lyP
sto
rag
e (
mo
l P
P-P
/C-m
ol V
SS
)G
lyco
ge
n s
tora
ge
(C
-mo
l G
ly./
C-m
ol V
SS
)
Time during anaerobic incubation batch test (hours)
PAO Biomass
Civil & Environmental Engineering
Take Home Messages
▪ S2EBPR is an alternative strategy that can address
some of the current challenges
▪ S2EBPR allows for flexible implementation with more
controllable, less influent carbon-dependent, more
favorable PAO enrichment over GAOs
▪ S2EBPR improves process stability compared to
conventional EBPR
▪ S2EBPR allows EBPR to be compatible with carbon
capture/redirection processes
Civil & Environmental Engineering
S2EBPR Enables Sustainable Nutrient Removal and Carbon/Energy Recovery
A/B Process (PN/A) + S2EBPR pilot plant at Hampton Road Sanitation District, US
Anammox MBBR
CarbonAddition
A-stage WAS Fermentation
A-Process B-Process: Intermittant aeration, short-cut N removal
S2EBPR
Credit to: Charles Bott, Stephanie Klaus, HRSD team
Civil & Environmental Engineering
Full Scale Implementation and Piloting
• Metropolitan Water Reclamation District of
Greater Chicago, Ill.
• Metro Wastewater Reclamation District, Denver,
Colo.
• Charlotte Water, NC
• Hampton Roads Sanitation District, VA
• Clean Water Services, OR
• Geneva, Ill.
• Western Wake WRD, NC
• Boulder, Colo.
• NEW Water, Green Bay, Wisc.
• Wilson, NC
• Trinity River Authority of Texas
• Madison Metropolitan Sewerage District, Wisc.
• Longmont, Colo.
• DC Water, Va.
• Toronto Water, Canada
• Olathe, KS
On-going WRF project
- More than 15 participating
facilities who will implement
or pilot the S2EBPR
- Develop design guidance and
monitoring strategies
Civil & Environmental Engineering
Acknowledgements
Nicholas B. Tooker (Ph.D)
GuangYu Li (Ph.D)
Md Mahbubul Alam (M.S.)
Dongqi Wang (visiting scholar)
Varun Srinivasan (postdoc)
Annalisa Onnis-Hayden (Associate teaching
professor)
Civil & Environmental Engineering
Acknowledgements
▪ WE&RF S2EBPR project team
• HRSD – Charles Bott
• Black & Veatch – James Barnard, Andy Shaw
• Woodard & Curran – Paul Dombrowski
▪ WRRF staff at all partner facilities: Rock Creek,
Cedar Creek, Westside Regional, South Cary,
Henderson, Meriden, Westfield, Ayer, North
Attleborough, Upper Blackstone
▪ Undergraduate research assistants at
Northeastern University, and Interns at City of
Olathe and Clean Water Services
▪ Dr. Amit Pramanik (WE&RF), Dr. JB Neethling
(HDR Inc.), Dr. H. David Stensel (University of
Washington), Dr. Glen Daigger (University of
Michigan), and Dr. Cliff Randall (Virginia Tech)
for their advice and support