Upload
others
View
23
Download
2
Embed Size (px)
Citation preview
Particle Deposition in AERMOD: Overview
2018 Regional/State/Locals Modeling Workshop
Boston, MAJames Thurman
U.S. EPA/OAQPS/AQAD/AQMG
6/19/2018 U.S. Environmental Protection Agency 1
Background• Recent interest in AERMOD deposition
– Polyfluoroalkyl sulfonate (PFAS), perfuorooctanoic acid (PFOA), Perfluorooctanesulfonic acid (PFOS)
– Hg deposition• AERMOD incorporates dry and wet deposition for particles and
gases– Generally not used for regulatory applications but can be incorporated if
important (Section 7.2.1.3 of Appendix W)• Will focus only on particle deposition here
6/19/2018 U.S. Environmental Protection Agency 2
6/19/2018 U.S. Environmental Protection Agency 3
Dry deposition fluxFd=CdxVdep
Fd=dry deposition flux (mg/m2/s)rate at which a mass is deposited to a surfacefrom the air over an area
Cd=concentration (mg/m3) calculated at zrVdep=deposition velocity (m/s)zr=deposition roughness height (m)=zo+1zo=surface roughness (m) from meteorological file
6/19/2018 U.S. Environmental Protection Agency 4
Wet deposition fluxFw=10-3rpxWpr
Fw=wet deposition flux (mg/m2/hr)rp=column average concentration (mg/m3) of particulate in airWp=Washout coefficientr=precipitation rate (mm/hr) from meteorological file
AERMOD methods of particle dry deposition• METHOD 1
– DEFAULT • From ISCST3• Based on Pleim et al. (1984)
– Inputs by size bin• Diameter (microns)• Mass fraction (0 to 1)• Density (g/cm3)
• Method 2– Added early 2000’s (Wesely et al., 2002)– Simplified approach when particle size distribution not well known– Non-default– Inputs
• Fine mass fraction (0 to 1)• Mean particle diameter (microns) of fine mass fraction
6/19/2018 U.S. Environmental Protection Agency 5
When do I use…?• Method 1
– A significant fraction (> 10%) of total particulate mass has a diameter of 10 microns or larger or,
– The particle size distribution is known• Method 2
– Particle size distribution is not well known and,– When a small fraction (< 10%) of total particular mass has a diameter
of 10 microns or larger• See Section 3.3.4 of AERMOD User’s guide
6/19/2018 U.S. Environmental Protection Agency 6
How are input parameters used?• Method 1
– Diameter and density used to calculate numerous variables yielding deposition velocities
– Fraction used in adjustment factor in concentration and deposition calculations (see model debug file)
• Method 2– Diameter and fraction used to calculate variables yielding deposition
velocities– Fraction used to in adjustment factor in concentration and deposition
calculations (see model debug file)
6/19/2018 U.S. Environmental Protection Agency 7
6/19/2018 U.S. Environmental Protection Agency 8
Modified Method 1 deposition velocity
Vd,i= Deposition velocity for bin i (m/s)Ra= Hourly varying aerodynamic resistance (s/m) (independent of method)Rp,i= Hourly varying deposition layer resistance (s/m) for bin i*Vg,i= Gravitational settling velocity (m/s) for bin iVdphor= Deposition velocity due to phoretic effects (0.0001 m/s)
*Rp,i replaces the Rd,i variable in the original Method 1 formulation as recommended by Wesely et al. (2002)
dphorigigipaipa
id VVVRRRR
V ++++
= ,,,,
,1
6/19/2018 U.S. Environmental Protection Agency 9
Method 2 deposition velocity
Vd1= Deposition velocity for fine particle mode (m/s)Vd2= Deposition velocity for coarse particle mode (m/s)Vdep= Total deposition velocity (m/s)Ra= Hourly varying aerodynamic resistance (s/m) (independent of method)Rp= Hourly varying resistance component (s/m) Ffine= Fine mass fraction0.002= Gravitational settling velocity (m/s) for coarse mode** Gravitational settling velocity assumed to be 0 m/s for fine mode
pad RR
V+
=1
1
+++=
papad RRRR
V002.0
1002.02
6/19/2018 U.S. Environmental Protection Agency 10
Key differences between dry deposition methods
• No Vg for fine mode in Method 2• Assumed Vg=0.002 m/s for coarse mode
– Reasonable compared to Method 1 Vg for coarse particles• No Vdphor for Method 2
( )( )µ
ρρ18
10 ,24
,iCFiairi
ig
SDiamgV
−−=
6/19/2018 U.S. Environmental Protection Agency 11
Key differences between dry deposition methods (continued)
• Rp calculation
( )inertiadjip xSchmidtuG
R+
= 3/2*
,1
*
500u
Rp =
( )( )LuRp 3001
500
*−−
=
Method 1 (see Appendix for variable calculations; diameter dependent)
Method 2 stable (L > 0)
Method 2 unstable (L < 0)
Other differences between dry deposition methods
• Method 1– Concentrations and deposition calculated for each particle bin– Total concentration is sum across bins
• Method 2– One concentration using the total deposition velocity
6/19/2018 U.S. Environmental Protection Agency 12
AERMOD method for wet deposition
• Same for both dry deposition methods• Key difference
– Particle bins looped for Method 1 and only 1 particle size bin for Method 2• See Appendix for variables and equations
6/19/2018 U.S. Environmental Protection Agency 13
Particle and gas deposition and depletion in AERMOD• To calculate deposition use DEPOS, DDEP, or WDEP on
MODELOPT line– DEPOS: Total deposition flux calculated (dry+wet)– DDEP: Dry deposition flux calculated– WDEP: Wet deposition flux calculated– Deposition values are not averages but total for the period, year, day, hour,
etc.– Default units of g/m2 for averaging period– Automatically invokes dry (DRYDPLT) and/or wet depletion (WETDPLT)
6/19/2018 U.S. Environmental Protection Agency 14
Particle and gas deposition and depletion in AERMOD (continued)
• Calculate deposition without depletion– NODRYDPLT and/or NOWETDPLT on MODELOPT line
• Calculate depletion without deposition calculations– DRYDPLT and/or WETDPLT but not DEPOS, DDP, or WDEP on MODELOPT
line• Either way, you need to enter particle information on SO pathway
6/19/2018 U.S. Environmental Protection Agency 15
Example: All fine particulates• Assume 1 particle size bin for Method 1 and 100% fine for
Method 2– Diameter: 1 micron– Density: 1.5 g/cm3
– Fraction: 1• Use DEPOS, DEPOS, DDEP, WDEP keywords on
MODELOPT pathway• Use DEPOS keyword with DEBUGOPT pathway
– Outputs hourly velocities and other parameters– Hard coded filename PDEP.DAT
6/19/2018 U.S. Environmental Protection Agency 16
6/19/2018 U.S. Environmental Protection Agency 17
CO STARTINGCO TITLEONE METHOD 1 CO MODELOPT CONC DEPOS DDEP WDEP FLATCO AVERTIME ANNUALCO POLLUTID OTHERCO RUNORNOT RUNCO DEBUGOPT DEPOSCO ERRORFIL ERRORS.OUTCO FINISHED
SO STARTINGSO LOCATION RUR1 POINT 0.0 0.0 0.0SO SRCPARAM RUR1 1000.0 100.000 425.000 26.500 5.600SO PARTDIAM RUR1 1.0SO MASSFRAX RUR1 1.0SO PARTDENS RUR1 1.5SO SRCGROUP RUR1 RUR1SO FINISHED
Method 1 Method 2CO STARTINGCO TITLEONE METHOD 1 CO MODELOPT CONC DEPOS DDEP WDEP FLATCO AVERTIME ANNUALCO POLLUTID OTHERCO RUNORNOT RUNCO DEBUGOPT DEPOSCO ERRORFIL ERRORS.OUT
CO FINISHED
SO STARTINGSO LOCATION RUR1 POINT 0.0 0.0 0.0SO SRCPARAM RUR1 1000.0 100.000 425.000 26.500 5.600SO METHOD_2 RUR1 1.0 1.0SO SRCGROUP RUR1 RUR1SO FINISHED
6/19/2018 U.S. Environmental Protection Agency 18
YYMMDDHH ISRC ICAT Method No. Ra Rp Vg(i) Vdep(i)OPTIONS: RegDFAULT CONC DEPOS DDEP WDEP ELEV DRYDPLT WETDPLT RURAL
11010101 1 1 METHOD_1 0.277318E+02 0.228991E+05 0.349755E-04 0.196038E-0311010102 1 1 METHOD_1 0.328232E+02 0.269521E+05 0.349755E-04 0.189478E-0311010103 1 1 METHOD_1 0.678853E+02 0.484997E+05 0.349755E-04 0.173001E-03
YYMMDDHH ISRC ICAT Method No. Ra Rp Vg(i) Vdep(i)OPTIONS: NonDFAULT CONC DEPOS DDEP WDEP FLAT DRYDPLT WETDPLT RURAL
11010101 1 - METHOD_2 0.277318E+02 0.168350E+04 0.349755E-04 0.584374E-0311010102 1 - METHOD_2 0.328232E+02 0.198413E+04 0.349755E-04 0.495798E-0311010103 1 - METHOD_2 0.678853E+02 0.357143E+04 0.349755E-04 0.274777E-03
PDEP.DAT Method 1
PDEP.DAT Method 2
6/19/2018 U.S. Environmental Protection Agency 19
6/19/2018 U.S. Environmental Protection Agency 20
Annual average concentrationNo deposition
6/19/2018 U.S. Environmental Protection Agency 21
Annual average concentrationMethod 1
6/19/2018 U.S. Environmental Protection Agency 22
Annual average concentration ratioMethod 1/No deposition
Minimum ratio: 0.999Mean ratio: 0.991Median ratio: 0.999Maximum ratio: 1.0
6/19/2018 U.S. Environmental Protection Agency 23
Annual average concentrationMethod 2
6/19/2018 U.S. Environmental Protection Agency 24
Annual average concentration ratioMethod 2/No deposition
Minimum ratio: 0.978Mean ratio: 0.991Median ratio: 0.991Maximum ratio: 0.999
6/19/2018 U.S. Environmental Protection Agency 25
Annual average concentration ratioMethod 1/Method 2
Minimum ratio: 1.0004Mean ratio: 1.009Median ratio: 1.009Maximum ratio: 1.02
6/19/2018 U.S. Environmental Protection Agency 26
Annual deposition (g/m2)Method 1
6/19/2018 U.S. Environmental Protection Agency 27
Annual deposition (g/m2)Method 2
6/19/2018 U.S. Environmental Protection Agency 28
Annual dry deposition ratioMethod 1/Method 2
Minimum ratio: 0.045Mean ratio: 0.051Median ratio: 0.051Maximum ratio: 1.003
Deposition velocity ratiosMethod 1/Method 2Minimum ratio: 0.017Mean ratio: 0.368Median ratio: 0.251Maximum ratio: 4.208
Rp ratiosMethod 1/Method 2Minimum ratio: 9.641Mean ratio: 23.924Median ratio: 13.978Maximum ratio: 414.542
Summary• Methods 1 and 2 give different results for deposition velocities
and deposition flux• Concentrations appear to change little depending on which
method used• Need more research in how deposition incorporated in
AERMOD
6/19/2018 U.S. Environmental Protection Agency 29
Useful links
• ISCST3 user’s guide volume 2 (METHOD 1)– https://www3.epa.gov/ttn/scram/userg/regmod/isc3v2.pdf
• AERMOD user’s guide– https://www3.epa.gov/ttn/scram/models/aermod/aermod_userguide.p
df• AERMOD deposition algorithms document (draft)
– https://www3.epa.gov/ttn/scram/7thconf/aermod/aer_scid.pdf• Deposition report
– https://www3.epa.gov/ttn/scram/7thconf/aermod/driscdep.zip
6/19/2018 U.S. Environmental Protection Agency 30
AppendixDeposition equations
6/19/2018 U.S. Environmental Protection Agency 31
6/19/2018 U.S. Environmental Protection Agency 32
Ra (aerodynamic resistance) calculations
+
=
Lz
zz
kuR d
o
da 5ln1
*
−
−
+
−
+
−
−
−
=
11611161
11611161ln1
*
Lz
Lz
Lz
Lz
kuR
od
od
a
Stable (L>0)
Unstable (L < 0)
Zd=zo+1 (zo=surface roughness from sfc file)k=von Karman constant (0.4)u*=surface friction velocity (from sfc file)L=Monin-Obukhov length (from sfc file)
6/19/2018 U.S. Environmental Protection Agency 33
Method 1 Rp calculations: Schmidt number calculation
( )( )ooo
anu PP
PP
TT
X −+
×= − 0132.01101505.0
772.14 Ta=ambient temperature (from sfc file)
To=reference temperature (273.16 K)P=surface pressure (from sfc file)Po=reference pressure (101.3 kPa)
Kinematic viscosity of air (varies hourly; particle independent)
Gust adjustment factor (varies hourly; particle independent)1=adjG w*=0
+= 2
*
2*24.01
uwG adj w*≠0
w*=convective velocity scale (from sfc file)u*=surface friction velocity (from sfc file)P=surface pressure (from sfc file)Po=reference pressure (101.3 kPa)
nuXut
2*
1 =
( )( )i
xDiamamfp
iCF Diameaax
Smfpi
4
/21
, 102
13
−
−++=
a1=1.257a2=0.4a3=0.55xmfp=6.5x10-6
Diami=particle diameter for bin i
Slip correction factor for particle bin I; non-hourly varying
( )( )µ
ρρ18
10 ,24
,iCFiairi
ig
SDiamgV
−−=
Gravitational settling velocity for particle bin I; non-hourly varyingρi=density of particle bin iρair=Air density (1.2x10-3 g/cm3) µ=absolute viscosity of air (1.81x10-4 g/cm/s)
gV
T igistop
,, = g=gravity (9.80616 m/s2)
Stop time; non-hourly varying
Inertial impaction term for particle bin i; hourly varying
−
= 1,3
10 tTinert
istopx
Brownian diffusivity of particle in air (m2/s) for particle bin i; hourly varying
×= −
i
CFaiB Diam
STD 14
, 1009.8
iB
nui D
XSchmidt,
=
Schmidt number for particle bin i; hourly varying
( )inertiadjip xSchmidtuG
R+
= 3/2*
,1
34
Wet deposition calculations (vary hourly)
111.075.3 pfall RateV =
11.18
232.0pRate
RDROP =
Raindrop fall speed
Raindrop radius
Ratep=precipitation rate (from sfc file)
nu
falle X
VRDROPR ×= 01.0
Reynolds number
( )
( )e
e
c R
RStk
++
++=
0.1ln112
1ln2.1
Critical Stokes number
Diffusion term for scavaging ratios
For each particle bin i=1,n (Method 2, n=1)
( )ieieie
i SchmidtRSchmidtRSchmidtR
Term 16.04.014 3/1,1 ++
=
Ratio of particle to raindrop diameter (adjusted for units)
Interception term for scavaging ratios
RDROPDiami
i 02.010 6−
=κ
( )( )eiii RTerm 211081.14 2,2 +×= − κκ
Stokes number
Reset critical Stokes number to minimum of Stokes number and critical Stokes number
Inertial impaction term for scavaging ratios
RDROPVV
TStk igfallistopi 01.0
,,
−=
Stkc=minimum(Stki,Stkc)
5.1
3/1,3 2
+−
−=
ci
cii StkStk
StkStkTerm
Scale by the ratio of water (1 g/cm3) to particle density (g/cm3)
iii TermTerm ρ
1,3,3 =
Collision efficiency
ECOLLi=minimum(1,(Term1,i+Term2,i+Term3,i))
Washout coefficient
RDROPECOLLZ
WASHOUT ipi 02.0
5.1= Zp=Height of top of the plume (m)
Particle scavenging ratio
64.325.1, ×
=RDROP
RateECOLLP p
iiscat
Pscati=0
Ratep > 0
Ratep = 0
6/19/2018 U.S. Environmental Protection Agency 35
6/19/2018 U.S. Environmental Protection Agency 36