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Process Changes with Impact Michigan Water Environment Association Sustainable Energy Seminar October 20, 2015 Nathan Cassity, Donohue & Associates

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Process Changes with Impact

Michigan Water Environment Association Sustainable Energy Seminar

October 20, 2015

Nathan Cassity, Donohue & Associates

Making an Impact on Energy Use

Start with the “Low-Hanging Fruit” for Significant Energy Reductions and Returns on Investment

$$$

Wastewater Pumping

12%

Aerated Grit Removal

1%

Activated Sludge

Aeration 51%

Return Sludge Pumping

3%

Aerobic Digestion

0%

Anaerobic Digestion

12%

Belt Filter Press

2%

Lighting and Buildings

4%

Other 15%

Based on data from WEF MOP 32

Reducing Aeration Energy

High Efficiency Blowers Will Reduce Aeration Energy

Blower Sizing and Aeration System Controls Can Reduce it Even Further

Battle Creek Wastewater Treatment Plant – Battle Creek, MI • Evaluation of High-Speed Turbo Arrangements and Aeration Control

Flagg Creek Water Reclamation District – Flagg Creek, IL

• High-Speed Turbo and Most Open Valve Implementation Stickney Water Reclamation Facility (MWRDGC) – Chicago, IL

• Ammonia Based DO Control and Improved Blower Operation

Case Studies

Battle Creek, MI

Process Type: Single-Stage Activated Sludge with Nitrification

Current ADF: 9 MGD

Heavy Industrial BOD Loading: 580 mg/L Average Influent BOD

Energy Savings Rebate Incentives Available through Electricity Provider (Consumers Energy)

Blowers

Aeration Control

Aeration Energy Picture

Diffusers

Energy Evaluation Approach

1. Provide the air more efficiently

2. Reduce the amount of air Provided

Comprehensive Aeration System Study Approach:

Blower Evaluation

(3) Multi-Stage Centrifugal Blowers Turndown: Manual Inlet Throttling Max Flow: 21,000 scfm Min Flow: 13,000 scfm Age: > 30 years, motor replaced recently

(3) Positive Displacement Blowers No Turndown Capability Flow: 7,000 scfm Age: > 40 years

Firm Operating Capacity Range: 13,000 – 63,000

Existing Equipment

0

10,000

20,000

30,000

40,000

50,000

60,000

70,000

0% 20% 40% 60% 80% 100%

Air

flo

w (

scfm

)

Percent of Time Equal or Less Than

Existing blower capacity

Turndown to 20th percentile requirements

Probability Distribution Curve

Selected Arrangement

Single Core Arrangement

Work Best With Existing

Layout

Propose Equipment Upgrades

Improved Turndown

0

10,000

20,000

30,000

40,000

50,000

60,000

70,000

0% 20% 40% 60% 80% 100%

Air

flo

w (

scfm

)

Percent of Time Equal or Less Than

Remaining centrifugal blower capacity

New turbo blower capacity

New equipment sized to meet majority of demand

Greater Energy Efficiency Over Operating Range

Estimated Blower Savings

0

1,000,000

2,000,000

3,000,000

4,000,000

5,000,000

6,000,000

7,000,000

8,000,000

Current Blowers New Blowers

Esti

mat

ed

An

nu

al k

Wh

• 25% Reduction in Blower Energy Use • $121,000 in annual electricity cost savings • $139,000 incentive rebate from utility • 10-Year Payback

Anticipated Savings:

Air Requirements

Goal is to save energy by more closely matching air supply to air requirements:

0

5,000

10,000

15,000

20,000

25,000

2010 2011 2012 2013 2014

Airflow

Average Air Required (scfm) Average Air Supplied (acfm)

Observed Periods of Potential Over-Aeration -> Energy Reduction Opportunity

Estimated Avg. Annual Savings Potential: $100K

Aeration Control Strategies

Estimated $40,000 in Savings

Blower Control

Aeration Control Strategies

Estimated $80,000 in Savings

Blower Control

DO Control

Aeration Control Strategies

Estimated $100,000 in Savings

Blower Control

DO Control

Estimated Blower and Control Savings

Anticipated Savings:

0

1,000,000

2,000,000

3,000,000

4,000,000

5,000,000

6,000,000

7,000,000

8,000,000

Current System New System

Esti

mat

ed

An

nu

al k

Wh

Additional 1,420,000 kWh per year

45% Total Reduction in Aeration Energy Use

Total estimated savings of $220,000 annually

Aeration Control Strategies

Blowers

To Other Tanks/Passes

FIT

FIT

Blower Speed Adjusts to the Total

Flow Setpoint

DO

Each of 3 Passes in Every Aeration Tank

DO Control with Direct Air Flow Control

Eliminating Pressure Setpoint Can Provide Additional Energy Savings

Advanced Nutrient Control Also Evaluated (Topic For Future Presentation)

Flagg Creek, IL

Blowers

Aeration Tanks 1-4

Aeration Tanks 5-6

AVG 12 MGD

Flagg Creek, IL

Space for Additional Blower

Multistage Centrifugal/ Inlet Valve Throttling

Initial Blower Comparison

0

100

200

300

400

500

600

3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000

amp

s

Air Flow (scfm)

Existing Blower Turbo Blower

50 amps Savings

Installed Operating Results

100 amps Savings

0

100

200

300

400

500

600

amp

s

Turbo Blower Equivalent Multistage

Current Valve Operation

Throttling Both Valves At Low Flow

Most Open Valve

Blowers

Unsymmetrical Layout And Aeration Demand

Set Most Open Valve

Savings Achieved

Annual Energy Savings: 766,349 kWh

@ $0.07/kWh

Annual Cost Savings: $53,644

Energy Incentive Grants:

Illinois Clean Energy Community Foundation

$60,425 (Received)

Department of Commerce and Economic Opportunity $201,460 (Approved)

Total Capital Cost: $338,700

Out of Pocket Costs: $76,815

Anticipated Payback Period:

1.4 years

Stickney WRP, IL

Average Primary Effluent

– Flow: 787 mgd

– BOD5: 155 mg/L

– NH3-N: 17 mg/L

– TP: 7.67 mg/L

Steady State Whole Plant Model

Dynamic Aeration Model

Simplified Overall Model

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Air

flo

w (

scfm

)

Total Airflow Data DO Control Ammonia Control

Air Requirements Air Requirements

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Air

flo

w (

scfm

)

Total Airflow Data DO Control Ammonia Control

Air Requirements

DO Control 13% of Total Air

Air Requirements

DO Control Currently Limited

By Blower Controls

0

2

4

6

8

10

12

NH

3 (

mg/

L)

NH3 Control DO Control

Ammonia Based DO Control

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Air

flo

w (

scfm

)

Total Airflow Data DO Control Ammonia Control

Air Requirements

Ammonia Control 19% of Total Air

Air Requirements

Installed Blowers

Blower

Number

Design

Blower Size

Design

Discharge

Pressure

Average

Blower

Output

Number

of Units

Motor

Size

4 - 7 195,000 scfm 8.2 psig 230,000 scfm 4 10,000 hp

2 155,000 scfm 8.0 psig TBD 1 7,000 hp

3 70,000 scfm 8.4 psig 82,000 scfm 1 4,000 hp

Blowers

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

800,000

4 Min 4 Max 3+4 Min 3+4 Max 4+5 Min 4+5 Max 3+4+5 Min 3+4+5 Max

scfm

Blower 3

Blower 5

Blower 4

Current Blower Operation Current Blower Operation

Addition of Blower No. 2

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

800,000

3+4 Min 3+4 Max 2+4 Min 2+4 Max 4+5 Min 4+5 Max 2+4+5 Min 2+4+5 Max

scfm

Blower 3

Blower 2

Blower 5

Blower 4

Addition of Blower No 2

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

800,000

3 Min 3 Max 2 Min 2 Max 4 Min 4 Max 3+4 Min 3+4Max

2+4 Min 2+4Max

4+5 Min 4+5Max

2+4+5Min

2+4+5Max

scfm

Blower 3

Blower 2

Blower 5

Blower 4

All Blowers + Improved Big Blower Turndown Improved Blower Turndown

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

800,000

T+3 Min T+3 Max T+2 Min T+2 Max T+4 Min T+4 Max T+4+2 Min T+4+2 Max

scfm

Blower 3

Blower 2

Blower 4

Turblex

Improved Blower Efficiency

All Blowers + Improved Big Blower Turndown Payback

Blower No 2

Improved Blower

Controls New Big Blower

Two New Big Blowers

DO Control 1.0 2.2 5.6 8.2

Ammonia Control

1.0 1.9 4.6 7.1

Reducing Aeration Energy

High Efficiency Blowers Will Reduce Aeration Energy

Blower Sizing and Aeration System Controls Can Reduce it Even Further

Battle Creek Wastewater Treatment Plant – Battle Creek, MI • Evaluation of High-Speed Turbo Arrangements and Aeration Control

Flagg Creek Water Reclamation District – Flagg Creek, IL

• High-Speed Turbo and Most Open Valve Implementation Stickney Water Reclamation Facility (MWRDGC) – Chicago, IL

• Ammonia Based DO Control and Improved Blower Operation

Case Studies

Process Changes with Impact

Michigan Water Environment Association Sustainable Energy Seminar

October 20, 2015

Nathan Cassity, Donohue & Associates