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Maximizing Digester Gas Production
to Create More Sustainable
Wastewater Treatment Facilities
Dave Reardon,
Reardon PE,
PE BCEE
National Director
Water Sustainability
To Be Truly Sustainable, You Want to
Optimize the Impacts of the Plant
Inputs/Outputs
Energy
Air
(Electricity, Gas, Fuels)
Emissions
Chemicals
Biosolids
Various
Solid Waste
Supplies
S
pp
Treated
Raw Sewage,
Effluent
FOG, Septage,
FOG
Septage
Food Waste
Renewable
Resources
Today, We Are Going to Look at
One Input
Energy
(Electricity, Gas, Fuels)
How do we
get to zero
energy?
Can Your Plant Be Energy
Neutral?
l
Few Wastewater Treatment Plants in the
World Claim to Be Energy Self Sufficient
Strass Wastewater Treatment Plant, Austria
Treatment Process Selection Has a
P f
Profound
d IImpactt on E
Energy/Sustainability
/S t i bilit
6,000
5,000
Energy
Intensity
(kWh/MG)
4,000
3,000
2,000
1,000
0
Conventional
Activated
Sludge
Conventional
Activated Sludge
with NitrificationDenitrification
Membrane
Bioreactor
(MBR)
Here’s How We Get to Zero
100
Gap: 11% Solar, Wind, More FOG, or Food
Waste Carbon Credits
Waste,
EMS (Energy Management System)
Resolve Overdesign 6%
Optimize Primary Clarifier 5%
90
80
70
Contribution 60
% of Plant
50
Power
6%
40
8%
30
20
10
30%
5%
FOG (Fats, Oil, and
25% Grease) and Food Waste
Digestion
Precondition WAS
4%
Fuel Cell Cogeneration
Conventional Cogeneration (Engines)
Energy Reduction or Energy Production Ideas
First and Foremost, You Will Need
A
bi Di
ti
lid
Anaerobic
Digestion
off Bi
Biosolids
C
Conventional
ti
l Digesters
Di
t
Egg-Shaped Digesters
Cambi
So… How Can You Produce More
Biogas So That You Can Achieve
Net Zero Energy?
1. Capture more biosolids in raw wastewater
and divert to digesters
2. Don't burn up biosolids
in the aeration system
3. Condition biosolids (WAS)
prior to digestion
4. Anaerobic digestion optimization
5. Digester detention time
6. Co-Digestion (FOG and food waste)
But First.. How Much Biogas Will
Di
t
P
d
?
Digesters
Produce?
About 10,000 to 12,000
cfd digester gas per mgd
off plant
l t flow
fl
(domestic
(d
ti
strength)
I use 10,000 cfd
This will produce 20 to 25 kW in a
g
faciity
y
cogeneration
1. Capturing More Biosolids - Improving
Primary Clarifier Performance Can Make
A Difference
• IImproved
d hydraulics
h d
li and
d baffling
b ffli can
increase suspended solids (SS) removal
b
by 10%
• SS = BOD = Energy in
activated sludge
process
Wh t Would
What
W ld Happen
H
if We
W Removed
R
d 95%
of SS Prior to Aeration?
2. Don't Burn Up Biosolids in the
A
Aeration
ti
System
S t
1.2
1.0
Sludge
Produced
(lb WAS/lb BOD)
08
0.8
0.6
04
0.4
0.2
0
0.0
0
0
2
4
6
8
10 12 14 16 18 20
SRT (days)
Typical sludge production of the suspended growth
process (sludge production quantities at 20º C)
3. Condition
Biosolids Prior to
Digestion
g
- The
Wastewater
Treatment Holy
Grail: Destruction
of WAS Cell Walls
Oh,, These Poor Bugs
g
Pressure
Heat
Freezing
Electricity
Cell
Mechanical
Abrasion
Vacuum
Ultrasonic
Just About Everything Has Been Tried, with Mixed Results
One Interesting Approach/Concept:
C
Crown
Di
Disintegration
i t
ti
System
S t
Flow Schematic - Crown Disintegration
S t
System
off th
the Biogest
Bi
t AG
Thickener of the
Sewage
Treatment Plant
3% to 8% TWAS
S
External Signal
Control
Panel
Recycle 3X
Digester
~30%
Relaxation
Tank
Macerator
PC
Nozzle
Pump
10 Bar
Return
Pump
Benefits Claimed by
y Biogest
g
• Digester foaming “eliminated”
• Biogas yield increased 16% to 40%
• Higher
Hi h VS d
destruction;
i
usually
ll >20%
20%
• Reduced sludge
hauling; usually ~20%
• D
Dewatering
t i improved
i
d
3% to 6%
• Guarantees are offered
Claimed Benefits
Biosolids Reduction
I
Increased
d Biogas
Bi
Carbon Source Denitrification
Reduced Pathogens
Reduced Odor
Reduced Greenhouse Gas
Another
Technology is
OpenCEL:: High
OpenCEL
Voltage
g
Micropulses of
y
Electricity
But Wait! There is No Free Lunch…
C
Consider:
id
All WAS pretreatment systems use
electricity, and sometimes gobs of it
Some may use chemicals
Mechanical complexity (O&M)
Performance claims verification
Piloting is Needed for Feasibility Analysis
4. Anaerobic Digestion Types Can
IIncrease Bi
d ti
Biogas P
Production
1
Acid Phase Digestion
g
2
Thermophilic
3
TemperatureTemperature
Phased
Anaerobic
Digestion
(TPAD)
4
Cambi
5. Digester Detention Time - Detention Time
is Impacted by Feed Solids Concentration
35
1 MG Digester
17,000 lbs/day Biosolids
30
Digester
SRT
(days)
25
20
15
10
5
0
2
3
4
5
Feed Solids (%)
Higher SRT
More Biogas
6
6. CoCo-Digestion is the 900 lb
G ill in
Gorilla
i the
th Room
R
FOG and Food Waste
FOG Digestion and Food Waste Can Increase
Bi
Biogas
P
Production
d ti
b
by 50 to
t 200%
• Virtually 100% volatile
solids destruction
• Highly
Hi hl degradable
d
d bl
• Relatively easy to accept,
process, and find
• Very small increase in
biosolids production
• May improve volatile
destruction of primary/WAS
Digester Gas Production
vs Grease Feed
vs.
(City of Watsonville Wastewater Treatment Plant
250
500
Digester Gas
200
Digester
Gas
((1,000
,
CFD)
450
400
350
150
300
250
100
200
150
50
100
Grease Feed
0
50
0
Nov May Dec Jun Jan Aug Feb Sep Mar Oct Apr
2001
2002
2003
2004
2005
2006
2007
Grease
Feed
(1,000
ll /
gallons/m
onth)
We've Learned a Few Things Along
th
the W
Way
East Bay Municipal Utility District
(EBMUD) Has Perfected Organics
Conversion to Biogas
• 90% energy neutral now,
soon to be 100%
gg
FOG and food
• Aggressive
waste programs
• Dedicated food waste
digestion and dewatering
• Thermophyllic digestion
Probably will be the first WWTP
in US to "Get to Zero"
• Energy master plan is underway (energy use
optimization and energy production)
• Three IC engines (2 MW each) and
gas turbine (4.5 MW)
Here’s How We Get to Zero
100
Gap: 11% Solar, Wind, More FOG, or Food
Waste Carbon Credits
Waste,
EMS (Energy Management System)
Resolve Overdesign 6%
Optimize Primary Clarifier 5%
90
80
70
Contribution 60
% of Plant
50
Power
6%
40
8%
30
20
10
30%
5%
FOG (Fats, Oil, and
25% Grease) and Food Waste
Digestion
Precondition WAS
4%
Fuel Cell Cogeneration
Conventional Cogeneration (Engines)
Energy Reduction or Energy Production Ideas
Maximizing Digester Gas Production
to Create More Sustainable
Wastewater Treatment Facilities
Dave Reardon,
Reardon PE,
PE BCEE
[email protected]