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EMISSION FACTORS AND EMISSION MODELLING

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Title: EMISSION FACTORS AND EMISSION MODELLING


1
EMISSION FACTORS AND EMISSION MODELLING
  • Emission modelling from motor vehicles involves
    the consideration of different types of vehicles
    and their driving conditions to arrive at a grand
    total
  • The km travelled comes from Transportation
    Demand Models
  • The nature of the km travelled (e.g. speed and
    type of road) also has a bearing on the
    emissions/km
  • Emission models attempt to estimate average g/km
    emissions from the in-use fleet of vehicles

2
TRANSPORTATION DEMAND MODELLING
  • Questions of interest Why, Where, How
  • Purpose of a trip (school, work, shopping,
    recreation etc.)
  • Destination
  • How to get there (walk, ride a bike, drive car,
    take bus, etc.)
  • How to get there (what route to take)
  • The aggregation of answers to these questions by
    all the residents of a region can predict the
    volumes of traffic on the various elements of an
    existing transportation system

3
TRANSPORTATION DEMAND MODELLING
  • Given
  • a particular transportation network
  • the volumes of traffic between zones
  • We can estimate
  • average trip lengths and distribution
  • average speed and distribution
  • This information can be used
  • to estimate emission factors
  • to develop an emission inventory

4
TRANSPORTATION DEMAND MODELS
  • EMME/2
  • MINUTP
  • MICROTRIPS
  • TMODEL2
  • TRANPLAN

5
POLLUTANTS AND PROCESSES
  • Exhaust
  • CO, HC, NOx, PM g/km,
  • cold transient, hot transient, hot stabilized,
    composite
  • Evaporative, HC
  • Diurnal g/test
  • Hot soak g/test
  • Running g/km
  • Resting g/hr
  • Refuelling g/L
  • Reconciliation requires info/assumptions about
    number of trips, distance travelled etc.

6
  • Vehicle emissions in the National Capital Region
    estimated with EMME2 and MOBILE5C
  • Excerpts from M.A.Sc. thesis defense by Jennifer
    Armstrong.
  • Department of Civil and Environmental
    Engineering,
  • Carleton University, August, 2000

7
Travel Demand Models
  • Used to predict future traffic levels based on a
    regions demographic and socio-economic
    characteristics
  • Regional EMME/2 model can predict
  • number of vehicles per road segment
  • average operating speed
  • trip length distribution

8
Study Area
Ottawa-Hull CMA Population 1 million
people Employment 500,000 jobs Land Area 5700
sq-km
9
Analysis Periods
  • Selected 5 analysis periods with similar travel
    characteristics

10
Road Classification Scheme
  • Developed a classification scheme based on
  • road capacity
  • local roads / centroid connectors
  • major and minor arterial/collectors
  • freeways and rural highways
  • transit-only roads
  • location within the study area
  • core, urban, suburban, rural

11
The Emission Calculator
  • Computes CO, NOX, and HC emissions using MOBILE5

12
The Emission Calculator
  • Computes greenhouse gas emissions using fuel
    consumption equations specified by the user

13
VOC Emissions
PM Peak Hour
14
NOX Emissions
PM Peak Hour
15
Daily Vehicle Emissions
16
Daily Vehicle Emissions
17
Vehicle Emissions in the NCR
18
Vehicle Emissions in the NCR
19
Vehicle Emissions in the NCR
20
EMISSION MODELLING PRINCIPLES - EXHAUST EMISSIONS
  • For a single vehicle, instantaneous exhaust
    emissions are governed essentially by the
    Air/Fuel ratio.
  • Air/Fuel ratio dependent on mode of operation
  • idle
  • cruise (speed)
  • acceleration
  • deceleration
  • A driving cycle attempts to mimic variations
    during a typical trip by combining these modes.
  • 3 phase FTP, 11 miles travelled at an average
    speed of 21.2 mph (1874 seconds, 30 min)

21
PROBLEM
  • The same 11.04 miles and modal mix can be
    travelled at a different average speed by scaling
    instantaneous speeds.
  • A driving style of faster acceleration/deceleratio
    n and longer idle and/or cruise times can give
    the same average speed but obviously very
    different emissions.
  • Solution introduce Speed correction factors and
    cycle correction factors to apply to emission
    rates from the FTP
  • These will require further chassis dynamometer
    testing.

22
PROBLEM
  • The emissions measured over the 11 miles of the
    FTP are from a particular combination of times
    spent in the cold start (505 s) - hot transient
    (864 s) - hot start (505 s) states of the
    engine/catalyst.
  • For trips of different lengths the ratio of these
    three phases will be different.
  • Solution Use individual emission factors from
    each phase of the test if we can determine the
    fraction of trips spent in these states in the
    real world.
  • Now (in MOBILE6) handled by keeping track of
    start and running emissions separately.

23
EXHAUST EMISSIONS ALSO AFFECTED BY
  • Fuel
  • Combustion and emission control technology on the
    vehicle
  • Vehicle age (odometer reading) and maintenance
    condition
  • Ambient conditions, temperature, humidity,
    elevation (pressure)

24
EMISSION MODELLING PRINCIPLES - EVAPORATIVE
EMISSIONS
  • Evaporative emissions are governed essentially by
    the temperature and volatility of the fuel.
  • Fuel temperature is affected by ambient
    temperature (refuelling and diurnal losses) and
    engine operation (hot soak and running losses)

25
PROBLEM
  • Diurnal and hot soak evaporative emissions are
    not directly related to distance travelled. In
    fact diurnal emissions increase the more days
    that a vehicle stays idle.
  • Running evaporative emissions are related to
    distance travelled, but not directly
    proportional. The fuel gets warmer in longer
    trips but reaches some steady state value after a
    while.
  • Solution estimate evaporative emissions per
    distance travelled on the basis of expected
    travel behaviour (number of trips, length of
    trips, number of days idle etc.)

26
  • For a fleet of n vehicles, multiply the above
    problems by n!
  • n 106
  • Solution divide the fleet of vehicles into
    categories of similar vehicles. Essentially
    governed by the regulations that have been
    imposed at production time.
  • Assume vehicle classes behave similarly.

27
CLASSES OF VEHICLES
  • Light duty
  • LDGV, LDGT1, LDGT2, LDDV, LDDT
  • Heavy Duty
  • HDGV, HDDV
  • Motorcycles
  • MC
  • Vehicle classes defined by
  • Gross Vehicle Weight Rating GVWR
  • (Loaded Vehicle Weight LVW)
  • Curb Weight
  • Adjusted Loaded Vehicle Weight, ALVW

28
  • Vehicle Curb Weight (VCW) is the weight of the
    vehicle with all of its tanks full and components
    included but no passenger or luggage (load)
    adjustments (nothing in it).
  • Loaded Vehicle Weight (LVW) is the vehicle curb
    weight plus 300 lbs LVWVCW300 lbs
  • Gross Vehicle Weight Rating (GVWR) is the value
    specified by the manufacturer as the maximum
    design loaded weight of a single vehicle
  • Adjusted Loaded Vehicle Weight (ALVW) is the
    average of the vehicles GVWR and the Curb Weight.
    ALVW(GVWRVCW)/2

29
POLLUTANT CHARACTERIZATION
  • PM
  • PM10, PM2.5, chemical nature (C, SOF, PAH etc.)
  • HC
  • THC, Total hydrocarbons
  • NMHC, non-methane hydrocarbons
  • VOC, (NMHC - ethane alcohols carbonyls)
  • NMOG, non-methane organic gas
  • (NMHC alcohols carbonyls)
  • NMHCE, NMHC equivalent, representing all the
    carbons but with a H/C ratio equal to that of the
    HC vapour.

30
INCREASE OF EMISSIONS WITH AGE
31
AVERAGE EMISSION FACTORS BY VEHICLE CLASS
  • Vehicles in one class may be of different ages
    (by model year), odometer readings, and operating
    at different modes (cold start, hot stabilized,
    hot start)
  • To arrive at an average emission factor, we need
    to know (estimate, model) information relating
    to
  • combustion and emission control technology (hence
    regulated emission levels) penetration rate by
    year
  • Vehicle age distribution and VKT distribution by
    age
  • (hence the fraction of total VKT attributed to
    each age group)

32
EMISSION CONTROL TECHNOLOGY PENETRATION
33
VEHICLE AGE DISTRIBUTION
34
VEHICLE AGE DISTRIBUTION
35
MILEAGE ACCUMULATION RATES
36
EFFECT OF I/M PROGRAMS
  • I/M programs help to identify and repair vehicles
    emitting at rates higher than the fleet average
  • With an effective I/M program fleet average
    emission factors should be less, compared to a
    fleet without an I/M program

37
EMISSION FACTOR MODELS
  • Incorporate FTP test data from in-use vehicles
    (as opposed to new vehicles which are known to be
    below emission regulations)
  • Incorporate all of the above mentioned
    corrections to FTP derived emission factors.
  • Incorporate fleet composition data (types of
    vehicles, age distribution, annual VKT by age)
  • Incorporate estimations of fuel and temperature
    effect on emissions
  • Incorporate the estimated effect of I/M programs
    on fleet average emissions

38
EMISSION FACTOR MODELS
  • MOBILE (4.1, 5, 5a, 6) U.S. EPA (CO, HC, NOx)
  • PART5 , Particulate emission model, complementary
    to MOBILE
  • MOBILE5c, Environment Canada
  • EMFAC, California Air Resources Board
  • (part of MVEI - Motor Vehicle Emission
    Inventory)
  • Others in Europe and Japan

39
PART5 Model for Motor Vehicles Particulate
Emissions
  • Lead exhausted lead
  • SOF soluble organic fraction
  • RCP remaining carbon portion
  • Direct and Indirect SO4
  • Brake wear emissions
  • Tire wear emissions
  • Total PM Exhaust PM brake tire indirect
    SO4
  • Road dust from paved and unpaved roads

40
EMISSION FACTOR MODELS Continuing work
  • To
  • improve estimates,
  • verify against other observations (tunnel
    studies, long term trends in ambient
    concentrations)
  • integrate better with transportation demand models
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