08. enery pickering

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    S c i e n t i f i c a n d T e c h n i c a l C o n f e r e n c e

    Extraction and Use of Renewable Thermal Energyfrom Small Wastewater Systems, Best Practices

    Platinum Sponsor Silver Sponsor

    W A T E R S E R V I C E S A N D T H E N E W E N E R G Y C H A L L E N G E S

    P r e s e n t e d b y M i k e M e h a f f e y , P. E . , G a n n e t t F l e m i n g , I n c .

    A u t h o r : M a r k P i c k e r i n g , G a n n e t t F l e m i n g , I n c ,

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    Thesis

    New equipment designs now allow smaller (2,500m3/day30,000 m3/day) wastewater systems to achieve net positive

    energy using anaerobic digestion

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    Discussion TopicsTypes and Uses of Wastewater Energy

    Basic Types of Sludge Stabilization

    Sludge Stabilization Energy Balance

    Best Design and Operations Practices: Anaerobic Digestion

    Case Study: Danville, Pennsylvania, USA

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    Wastewater is an Energy Resource

    Chemical Energy inUntreated Wastewater

    12-15 Mbtu/kg COD

    Chemical Energy inPrimary Sludge, dry

    15-15.9 Mbtu/kg TSS

    Chemical Energy inSecondary Biosolids, dry

    12.4 13.5 Mbtu/kg TSS

    Thermal Energy @ 3,500m3/day, 15C

    220 Mbtu

    Thermal Energy @17,500 m3/day, 15C

    1,099 Mbtu

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    Sludge Chemical Energy Anaerobic Digestion

    Most Common:Mesophillic, 2-Stage

    4.2 L biogas per kg VSS

    converted Biogas = 640 ppm CH4

    Gas Combustion inboiler or Combined

    Heat and Power (CHP)Generator

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    Anaerobic Digestion is the Greatest Source of

    WWTP Renewable Energy

    Small WWTP Applications Common for Primary Treatment

    WWTPs

    Smaller systems need supplementalfuel for colder weather digestion

    Can treat contract waste to increasegas formation

    Limited CHP Potential but can bethermally self-sufficient

    Large WWTP Applications Thermal self-sufficient

    Excess gas for CHP Net Positive WWTP Energy Profile

    0

    10

    20

    30

    40

    50

    60

    70

    80

    19

    60

    70

    76 77

    Number with

    Anaerobic

    Digesters

    Size Range, m3/day

    Survey of Small WWTPs in U.S.

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    Anaerobic Digestion Has a Smaller NetEnergy than Aerobic Digestion

    *Average Day, Summer

    **Standard Practice for Mixing and Pumping Energy

    Can anaerobic digestion be net energy positive?

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    Optimal Equipment Selection Can Achieve Net Energy Goal

    Pump+Nozzle Mixing Efficient mix, Lower Operating

    Times

    Linear Motion Mixer

    Up to 70% smaller motor High Efficiency Heat

    Exchange

    Biogas Storage

    Membrane

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    Best Practice Chemically Enhanced PrimaryTreatment

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    Summary of Anaerobic Digestion Practices

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    Case Study: Danville, PA, U.S.A.

    14,000 m3/day Design Flow 2-Stage, Mesophillic Anaerobic Digestion

    Removal of Primary Sludge and WAS throughPrimary Clarifiers

    Connected Loads and Physical Plant Used toModel Energy Balance

    Average Monthly Temperatures Used to Model

    Heat Input to Sludge Compared Standard and Best Practices

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    Temp Impact on Digester Net Energy

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    Best Practices Can Achieve Net

    Positive Energy Balance

    (10,000)

    (8,000)

    (6,000)

    (4,000)

    (2,000)

    -

    2,000

    4,000

    6,000

    8,000

    10,000

    ProcessEnergy,MBtu

    Standard

    Best Practice

    Model Data

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    Optimal Equipment at Small WWTPs

    Yield Valuable Benefits Increases Renewable Energy Yield

    Reduces Greenhouse Gas Emissions

    Produces a more stable sludge

    Reduces Operating Costs

    A more sustainable solution

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    Questions?

    Mike Mehaffey

    [email protected]