water jam 2010 nc-awwa_we 2013 sustainable supplemental carbon sources hunter long 1, katya bilyk 1,...

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Water JAM 2010 NC-AWWA_WE 2013 Sustainable Supplemental Carbon Sources nter Long 1 , Katya Bilyk 1 , Wendell Khunjar 1 ff Nicholson 2 , Bill Balzer 2 , Charles Bott 2 mes Grandstaff 3 even Chiesa 4 red Alder 5 zen and Sawyer SD nrico County DPU nta Clara University enCEL 93 rd Annual Fall Conference Embassy Suites Charlotte | Concord, NC | November 10-13 | 2013

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Sustainable Supplemental Carbon Sources

Hunter Long1, Katya Bilyk1, Wendell Khunjar1 Jeff Nicholson2, Bill Balzer2, Charles Bott2 James Grandstaff3 Steven Chiesa4

Jared Alder5

1Hazen and Sawyer 2HRSD3Henrico County DPU4Santa Clara University5OpenCEL

93rd Annual Fall ConferenceEmbassy Suites Charlotte | Concord, NC | November 10-13 | 2013

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OutlineOutline

Nansemond TP Overview Co-Fermentation Pilot Results and Discussion Future Work

Henrico County WRF Overview OpenCEL Pilot Results and Discussion Future Work

Conclusions and Lessons Learned

Nansemond TP Overview Co-Fermentation Pilot Results and Discussion Future Work

Henrico County WRF Overview OpenCEL Pilot Results and Discussion Future Work

Conclusions and Lessons Learned

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Nansemond Treatment PlantSuffolk, VANansemond Treatment PlantSuffolk, VA

• 30 mgd Design Flow• 5-Stage Bardenpho• Annual Average TN (5.0 mg/L) and P (1.0 mg/L) goals

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Local ConditionsLocal Conditions

Low sCOD:TKN PCE, high industrial load Waste methanol: $1,800/d for denitrification

EBPR preferred over chemical P precipitation due to an Ostara struvite reactor on site

Primary Solids are pumped at around 340,000 gpd (10 dT/day)

Grease Trap Waste (GTW) haulers regularly discharge 5,600 gpd on average (0 to 15,000 gpd) Additional 2,000 – 9,000 gpd GTW could be diverted from other

facilities Low electrical energy cost does not justify installation of CHP, co-

digestion of GTW is not needed

Low sCOD:TKN PCE, high industrial load Waste methanol: $1,800/d for denitrification

EBPR preferred over chemical P precipitation due to an Ostara struvite reactor on site

Primary Solids are pumped at around 340,000 gpd (10 dT/day)

Grease Trap Waste (GTW) haulers regularly discharge 5,600 gpd on average (0 to 15,000 gpd) Additional 2,000 – 9,000 gpd GTW could be diverted from other

facilities Low electrical energy cost does not justify installation of CHP, co-

digestion of GTW is not needed

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Study OverviewStudy Overview

PS and GTW Fermentation: Produce onsite carbon for denitrification Offset supplemental carbon purchase Remove GTW from NTP’s mainstream process Enhance biological phosphorus removal

Pilot Objectives: Determine VFA and rbCOD production from GTW and PS Determine optimal ratio of GTW:PS (fermenter) and GTW:ADS (blend

tank) Evaluate effect of temperature and SRT on fermentation

PS and GTW Fermentation: Produce onsite carbon for denitrification Offset supplemental carbon purchase Remove GTW from NTP’s mainstream process Enhance biological phosphorus removal

Pilot Objectives: Determine VFA and rbCOD production from GTW and PS Determine optimal ratio of GTW:PS (fermenter) and GTW:ADS (blend

tank) Evaluate effect of temperature and SRT on fermentation

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Pilot OverviewPilot Overview

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Pilot OverviewPilot Overview

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Primary Sludge Feed CharacteristicsPrimary Sludge Feed Characteristics

Parameter Average Standard Deviation

Parameter Average Standard Deviation

pH 6.77 0.16 Temp 18 to 27°CTS, % 0.74% 0.21 TKN, mg/L 258 86VS, % 79% 6.5 NH3, mg/L 43.4 4.4

tCOD, mg/L 11,800 3540 TP, mg/L 57.4 22.0sCOD, mg/L 427 47 o-PO4, mg/L 20.9 7.8

0

200

400

600

800

1000

1200

COD,

mg/

L

Primary Sludge Fatty Acids

7/3/2013

7/17/2013

7/31/2013

8/7/2013

tCOD:TKN = 45.7 sCOD:TKN = 1.66tCOD:TP = 205.6 sCOD:TP = 7.44

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Grease Trap Waste Feed CharacteristicsGrease Trap Waste Feed Characteristics

Parameter AverageStandard Deviation Parameter Average Standard

DeviationpH 4.30 0.14 Temp 37°C 2°C

TS, % 6.44% 2.38 TKN, mg/L 525 254VS, % 96.1% 1.8 NH3, mg/L 41.5 21.8

tCOD, mg/L 117,900 44700 TP, mg/L 51.3 12.9sCOD, mg/L 9,500 2280 o-PO4, mg/L 21.9 5.6

0

5000

10000

15000

20000

25000

30000

35000

COD,

mg/

L

Grease Trap Waste Fatty Acids

7/3/2013

7/17/2013

7/31/2013

8/7/2013

tCOD:TKN = 225 sCOD:TKN = 18.1tCOD:TP = 2,298 sCOD:TP = 185.2

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Primary Sludge Treatment TrainPrimary Sludge Treatment Train

Fermenter•Working Volume: 300 Gallon•HRT: 24 hr•TS: 1.4% •pH: 5.3-5.8•ORP: -350 - -500 mV

Gravity Thickener•0.34 m3 (90 Gallon)•HRT: 9 hr•Underflow: 2% TS

Waste Pump

Recycle Pump

Impeller Mixed•200 rpm•30 cm (12”) impeller

Elutriation

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Grease Trap Waste Treatment TrainGrease Trap Waste Treatment Train

Wet Tip Gas Meter

Blend Tank - 5 gallonsHydrolyzing lipids40% GTW & 60% ADS (v:v)HRT: 7-10 hrPump MixedpH: 5.6 - 5.9Headspace Gas:

13% Methane 70 % CO2

17% Bal

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Operating CriteriaOperating Criteria

Phase SRT(days)

Duration(days)

Temperature(°C)

PS OLR(kg COD/m3/d)

GTW OLR(kg COD/m3/d)

1 6.5 23 17-20 10 0

2 5 21 19-22 10 0

3 5 44 19-25 10 2.5

4 2.75 35 26-30 10 2.5

5 2 63 25-28 10 1.25

Fermenter

Blend TankPhase HRT

(hours)Temperature

(°C)PS

(gpd)GTW (gpd)

ADS(gpd)

ADS:GTW

3 0.25 22-26 270 8.33 0.42 1:20

4 9.2 33-37 0 5.8 8 10:7

5 13 33-37 0 2.0 8 4:1

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Fermenter pH

pCOD conversion to sCOD

Effluent sCOD (lbs/day)

Effluent VFA (lbs/day)

Fermenter pH

pCOD conversion to sCOD

Effluent sCOD (lbs/day)

Effluent VFA (lbs/day)

Evaluation CriteriaEvaluation Criteria

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pCOD Conversion SummarypCOD Conversion Summary

0.00%

2.00%

4.00%

6.00%

8.00%

10.00%

12.00%

14.00%

16.00%

18.00%

3/7/2013 4/26/2013 6/15/2013 8/4/2013 9/23/2013

pCO

D C

onve

rsio

n (%

)

T1 - pCOD Conversion T2 - pCOD Conversion Phase 1 Phase 2 Phase 3 Phase 4 Phase 5

6.5 day 17-20 C

5 day 19-22 C

5 day 19-25 C

2.75 day 26-30 C

2 day 25-28 C

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Incremental GTW pCOD ConversionIncremental GTW pCOD Conversion

-5%

0%

5%

10%

15%

20%

25%

0

1

2

3

4

5

6

Incr

emen

tal p

COD

Con

vers

ion

SRT,

day

s

Phase 3

Incremental GTW pCOD Conversion SRT

1.00

1.50

2.00

2.50

3.00

3.50

4.00

4.50

5.00

5.50

0%

5%

10%

15%

20%

25%

Phase 4

Incremental GTW pCOD Conversion SRT

15 minute blend tank SRTPS + ADS + GTW

9 hour blend tank SRTADS + GTW

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Incremental GTW pCOD ConversionIncremental GTW pCOD Conversion

0

1

2

3

4

5

6

0%

5%

10%

15%

20%

25%

SRT,

day

s

Incr

emen

tal p

COD

Con

vers

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Phase 5

GTW Incremental pCOD Conversion SRT

13 hour blend tank SRTADS + GTW

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sCOD and VFA SummarysCOD and VFA Summary

0.32 0.40 0.45 0.51 0.48

0.60 0.44 0.440.62 0.65

1.29

0.97

1.46 1.00 0.94

1.20

0.93

0.51

0.200.05

0.00

0.50

1.00

1.50

2.00

2.50

3.00

3.50

4.00

Phase 1 Phase 2 Phase 3 Phase 4 Phase 5

Train 1 - PS FermenterInfluent and ∆ sCOD and VFA

Influent VFA Influent sCOD d VFA d sCOD

0.32 0.400.70 0.81

0.62

0.62 0.44

0.77

0.99

0.80

1.45

1.15

1.831.51

1.20

1.06

0.96

0.30 0.30

0.07

0.00

0.50

1.00

1.50

2.00

2.50

3.00

3.50

4.00

Phase 1 Phase 2 Phase 3 Phase 4 Phase 5

Train 2 - GTW FermenterInfluent and ∆ sCOD and VFA

Influent VFA Influent sCOD d VFA d sCOD

lbs/

da

y

lbs/

da

y

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Expected Full Scale Fermenter PerformanceExpected Full Scale Fermenter Performance

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ConclusionsConclusions

6 to 14% of feed Primary Sludge pCOD can be converted to sCOD

VFAs generally make up 50% to 70% of effluent sCOD

A short HRT blend tank with 20:1 GTW:ADS allowed for an incremental degradation of up to 6%

A longer HRT blend tank with 7:10 GTW:ADS ratio allowed up to 20% incremental degradation of grease trap waste

Unknown whether grease degradation comes at the expense of some primary sludge degradation

PS and GTW is expected to offset ~50% of facility supplemental carbon demand

6 to 14% of feed Primary Sludge pCOD can be converted to sCOD

VFAs generally make up 50% to 70% of effluent sCOD

A short HRT blend tank with 20:1 GTW:ADS allowed for an incremental degradation of up to 6%

A longer HRT blend tank with 7:10 GTW:ADS ratio allowed up to 20% incremental degradation of grease trap waste

Unknown whether grease degradation comes at the expense of some primary sludge degradation

PS and GTW is expected to offset ~50% of facility supplemental carbon demand

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Next StepsNext Steps

Continue blend tank modifications to determine effect on LCFA degradation

Possible staged fermentation

Bench Scale SBRs to determine fermentate value as supplemental carbon source

Denitrification Biological Phosphorus Removal

Business Case Evaluation

Continue blend tank modifications to determine effect on LCFA degradation

Possible staged fermentation

Bench Scale SBRs to determine fermentate value as supplemental carbon source

Denitrification Biological Phosphorus Removal

Business Case Evaluation

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Henrico County Water Reclamation FacilityHenrico County Water Reclamation Facility

75 mgd Facility

Low TN and TP Limits

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Henrico County WRF Current OperationsHenrico County WRF Current Operations

GBT WAS thickening Blended feed to digesters BFP dewatering Cake storage on site

Glycerol product used for denitrification carbon source

GBT WAS thickening Blended feed to digesters BFP dewatering Cake storage on site

Glycerol product used for denitrification carbon source

Carbon

Oxygen Hydrogen

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What is OpenCEL?What is OpenCEL?

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OpenCel SystemOpenCel System

Images: OpenCel

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OpenCel TheoryOpenCel Theory

Focused electrical pulse treatment Cyclic exposure to positive and negative charges weakens the

cell wall Eventually the cyclic forces cause cell rupture and release of

internal contents

Focused electrical pulse treatment Cyclic exposure to positive and negative charges weakens the

cell wall Eventually the cyclic forces cause cell rupture and release of

internal contents

Grinder / Macerator

Focused Electrical Pulse

Floc Disintegration +

Cell Lysis

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OpenCel ImpactsOpenCel Impacts

Images: OpenCel

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Pilot Testing GoalsPilot Testing Goals

Determine chemical and physical characteristics of TWAS before and after FP treatment.

Characterize the short-term impact of FP treated TWAS on denitrification activity.

Characterize the long-term impact of FP treated TWAS on denitrification activity.

Characterize the impact of FP treated TWAS addition on nutrient removal performance at HCWRF.

Determine chemical and physical characteristics of TWAS before and after FP treatment.

Characterize the short-term impact of FP treated TWAS on denitrification activity.

Characterize the long-term impact of FP treated TWAS on denitrification activity.

Characterize the impact of FP treated TWAS addition on nutrient removal performance at HCWRF.

Ammonia

Nitrite

Nitrate

Nitrogen Gas

Oxygen

Oxygen

Carbon

Nitrifi

catio

nDenitrification

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Experimental ConfigurationExperimental Configuration

Indicates composite sampling point

Glycerin storage

GlycerinPE

RAS

Indicates profile sampling point

Glycerin storage

Treated TWAS

Test Basin

Glycerin

Glycerin storage

Control Basin

TB1

TB2 TB3TB4 TB5 TB6 TB7

TBC1

TBC2

CBC1

CB1

CB2CB3 CB4 CB5 CB6

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OpenCel ContainerOpenCel Container

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Sampled on two occasions in January and February 2013 Sampled on two occasions in January and February 2013

ssCOD Yield ~ 7 to 9 % of TS

Focused pulse treatment releases soluble COD that can be used for denitrification

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0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.80

Non-treated TWAS

OpenCel treated TWAS

OpenCel treated TWAS Centrate

Glycerol

Sp

ecif

ic n

itra

te r

edu

ctio

n r

ate

(mg

NO

3-N

/g V

SS

-hr)

Short term batch test data suggests that treated TWAS has a superior nitrate reduction rateShort term batch test data suggests that treated TWAS has a superior nitrate reduction rate

Note that non-treated TWAS also has higher nitrate reduction rate

Note that non-treated TWAS also has higher nitrate reduction rate

3131

Sample mg N/g VSS-hr Initial COD/N ratio % of glycerol rate

Non-treated TWAS 0.33 3.5 134

OpenCel treated TWAS 0.72 3.1 289

OpenCel treated TWAS Centrate 0.37 3.4 148

Glycerol 0.25 3.4 -

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Full-scale COD characterization experiments were performedFull-scale COD characterization experiments were performed

Samples collected and filtered onsite immediately through 1.2 mm filters

Value were cross-checked with independent measurements

Samples collected and filtered onsite immediately through 1.2 mm filters

Value were cross-checked with independent measurements

ssCOD (mg/L) TSS (mg/L) TS (mg/L)

Treated TWASHenrico lab 754 35620 42000

H&S 746 - -

Untreated TWAS

Henrico lab - - -

H&S 329

Yield from initial full-scale experiments = 0.01 mg ssCOD/mg TSPredicted yield from bench-scale experiments = 0.09 mg ssCOD/mg TS

OpenCel working to increase ssCOD yield from full-scale pilot

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Experimental Configuration Scenario 1Experimental Configuration Scenario 1

Currently Henrico adds glycerol to pre-anoxic and post-anoxic zones for denitrification

OpenCel treated TWAS will be fed to the pre-anoxic zone

Currently Henrico adds glycerol to pre-anoxic and post-anoxic zones for denitrification

OpenCel treated TWAS will be fed to the pre-anoxic zone

30% of glycerol

dose

70% of glycerol dose

4.87 mgd PE

RAS

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Experimental Configuration Scenario 2Experimental Configuration Scenario 2

50% of glycerol

dose

50% of glycerol dose

4.87 mgd PE

RAS

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Implications for pilot testingImplications for pilot testing

Assume yield is 0.09 mg ssCOD/mg TS 20 gpm OpenCel flow

Assume yield is 0.01 mg ssCOD/mg TS 20 gpm OpenCel flow

Assume yield is 0.09 mg ssCOD/mg TS 20 gpm OpenCel flow

Assume yield is 0.01 mg ssCOD/mg TS 20 gpm OpenCel flow

COD Offset Scenario 1 Scenario 2

1st Anoxic (%) 39% 54%

Total (%) 27% 27%

COD Offset Scenario 1 Scenario 2

1st Anoxic (%) 4% 6%

Total (%) 3% 3%

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Additional ConsiderationsAdditional Considerations

FP treated TWAS will return significant TSS

MLSS will increase if wasting is not increased

Increased wasting will reduce cell residence time May impact nitrification

TWAS recycle can act as bioaugmentation if cells are not inactivated

FP treated TWAS will return significant TSS

MLSS will increase if wasting is not increased

Increased wasting will reduce cell residence time May impact nitrification

TWAS recycle can act as bioaugmentation if cells are not inactivated

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Insights from Process ModelingInsights from Process Modeling

At 23 deg C and 15 gpm OpenCel and assuming no biomass inactivation in the OpenCel stream

Fourfold increase in WAS rate is needed to maintain reasonable mixed liquor concentration

Despite this increase in WAS rate and corresponding SRT reduction, nitrification is not significantly impacted

Bioaugmentation from OpenCel stream is crucial for helping to maintain complete nitrification

At 12 deg C and 15 gpm OpenCel and assuming no biomass inactivation in the OpenCel stream

Fourfold increase in WAS rate is still needed to maintain reasonable mixed liquor concentration

Nitrification is not significantly impacted Bioaugmentation from OpenCel stream helps maintain nitrification at lower

temperatures

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At 23 deg C and 15 gpm OpenCel and assuming 100% biomass inactivation in the OpenCel stream

Fourfold increase in WAS rate is needed Nitrification is not significantly impacted at 23 deg C

At 12 deg C and 15 gpm OpenCel and assuming 100% biomass inactivation in the OpenCel stream

Fourfold increase in WAS rate is needed Nitrification performance is lost at the low temperature

It is expected that there will be between 0 and 100% inactivation through the OpenCel process, therefore:

Actual impact on nitrification will closely depend on the degree of inactivation as well as the mass of solids that will be recycled

At 23 deg C and 15 gpm OpenCel and assuming 100% biomass inactivation in the OpenCel stream

Fourfold increase in WAS rate is needed Nitrification is not significantly impacted at 23 deg C

At 12 deg C and 15 gpm OpenCel and assuming 100% biomass inactivation in the OpenCel stream

Fourfold increase in WAS rate is needed Nitrification performance is lost at the low temperature

It is expected that there will be between 0 and 100% inactivation through the OpenCel process, therefore:

Actual impact on nitrification will closely depend on the degree of inactivation as well as the mass of solids that will be recycled

Insights from Process ModelingInsights from Process Modeling

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Next StepsNext Steps

SBRs, at the HRSD lab, will be used to determine long term impacts of FP treated TWAS on denitrification activity

Impact of FP treated TWAS addition on nutrient removal performance at HCWRF will be tested in Spring 2014

Business Case Evaluation

SBRs, at the HRSD lab, will be used to determine long term impacts of FP treated TWAS on denitrification activity

Impact of FP treated TWAS addition on nutrient removal performance at HCWRF will be tested in Spring 2014

Business Case Evaluation

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Conclusions and Lessons LearnedConclusions and Lessons Learned

Multiple sources of carbon within the wastewater treatment and collection system

High chemical costs and low energy costs can lead to GTW utilization or WAS pretreatment for supplemental carbon rather than biogas

GTW fermentation would still increase biogas production ~60-85% of GTW COD is retained in wasted sludge

Evaluation must account for additional TSS, N, and P in “sustainable” supplemental carbon source

Multiple sources of carbon within the wastewater treatment and collection system

High chemical costs and low energy costs can lead to GTW utilization or WAS pretreatment for supplemental carbon rather than biogas

GTW fermentation would still increase biogas production ~60-85% of GTW COD is retained in wasted sludge

Evaluation must account for additional TSS, N, and P in “sustainable” supplemental carbon source

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AcknowledgmentsAcknowledgments

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QuestionsQuestions

Hunter Long

[email protected]

(919) 833-7152

?

Hunter Long

[email protected]

(919) 833-7152

?