Carrying capacity of air environment
Er. Sunil Kumar Meena
MTech (Biochem Engg), MTech (Env Engg)
Scientist-E/Additional Director
Central Pollution Control Board
Regional Directorate, Bhopal
Airshed
• Geographic area where the
movement of emissions and
pollution is largely
influenced by local
meteorological conditions
and topography
• The boundaries include all
the influential sources in the
immediate vicinity of the
city's administrative
boundary.
Source: urbanemissions.info
Airshed delineation
 Quantification of emissions to prepare a multi
pollutant emission inventory
Predicting air quality level using AQ modelling tools,
helps in understanding atmospheric transport of
pollutants from source to receptor and its dispersion in
the study area.
 Collection of representative meteorological data & its
analysis to evaluate variations at local and regional
level
Delineating an airshed includes 03 main steps:
Assimilative capacity of an Airshed
 Assimilative capacity of air environment is
the maximum amount of pollution load that
can be discharged into it without violating
the prescribed Ambient Air Quality standard.
 The phenomena governing the assimilative
capacity of air environment include dilution,
dispersion and deposition.
Pollutants Industrial. Residential, Rural and Other areas
Concentration in µg/m3 (24 hourly) Concentration in µg/m3 (Annually)
SO2 80 50
NO2 80 40
PM10 100 60
PM2.5 60 40
Uses of Assimilative Capacity
 It is an important tool for suggesting the
safe limits of disposal of pollutants for
industrial operations as well as for the area-
based management of air pollution and to
mitigate the pollution levels.
 It is an indicator of potential for future growth
keeping in view the resources such as air, water,
land etc.
Estimation of assimilative capacity of an airshed
 Second approach is based on Pollution Potential or Dispersion
potential
Assimilative capacity is inversely proportional to the pollution
potential and
directly proportional to the dispersion potential of the atmosphere.
It is estimated through dispersion models in terms of resulting ambient
air concentration of pollutants due to changes in the emission sources.
 First approach is based on Ventilation Coefficient
Assimilative capacity of the atmosphere is directly proportional to the ventilation
coefficient, which is computed through meteorological parameters.
 Ventilation coefficient is
expressed as a product of mixing
height (z) and average transport
wind speed (Uavg) within the
mixing layer.
It is an atmospheric condition
which gives an indication of the
air pollution dispersion, ambient
air quality and pollution
potential.
 VC>6000 m2
/s – Effective dispersion
 3000 m2
/s <VC<=6000 m2
/s – Moderate dispersion
 VC <=3000 m2
/s – Poor dispersion
Estimation of the ventilation coefficient
Assume that the ground level air
temperature is 150
C, while the normal
maximum surface temperature for that
month is 260
C. At an elevation of 100m
and 300m, the temperature is found to be
170
C and 210
C. The wind has a velocity of
2m/s at 10m. The wind exponent is 0.3.
Ventilation coefficient =
366.7 x 4.47 = 1639.15m2
/s
Carrying Capacity of Air Environment.pptx
Carrying Capacity of Air Environment.pptx
Carrying Capacity of Air Environment.pptx
Second approach is based on Pollution Potential or Dispersion potential
Gaussian Dispersion
Model named
Industrial Source
Complex Short
Term (ISCST).
The model considers
emission from kiln
and disperse it under
the influence of
meteorology
Weather Research
Forecast (WRF) model
- Meteorological data
on hourly time basis.
This helps in
- Predicting Worst
Case scenario
- Identifying stability
class based on solar
radiation
CPCB recommended following formula based on box-
model in Hon’ble NGT O.A. 1016/2019
Sr.
No.
Parameter Value
Type of Fuel Used Coal + Husk
A. Monitored at Port Hole Height (3.0 m)
1. Diameter of Stack, m 3.0
2. Flue Gas Velocity, m/s 3.0
3. Flue Gas Temp., K 350
4. Actual PM Concentration, mg/Nm3
273
5. Corrected PM Concentration at
17% O2, mg/Nm3
420
6. Normalized Flow Volume at 25C,
(Nm3
/day)
16,77,818
B. Calculated/Expected at the Stack Top (30.0 m) and used in
Modeling Exercise
1. Top Diameter (m) 1.0
2. Exit Flue Gas Velocity (m/s)
(corresponding to top diameter)
27.0
3. Exit Flue Gas Temperature (K) 350
4. Stack Height, (m) 30
5. Actual PM Emission Load, kg/day 458
6. Corrected PM Emission Load at
17% O2, kg/day
705
7. Actual PM Emission Rate, g/s 5.30
8. Corrected PM Emission Rate at
17% O2, g/s
8.16
9. Daily Operational Schedule 24 hrs Continuous
Basic data of brick kiln (FCBTK)
Case study : 103 Brick kilns operational in radial distance of 11 KMs
from the centre of Rajakhera village, Dholpur, Rajasthan
• Mixing height (
https://urbanemissions.info/blog-
pieces/india-meterology-bydistrict
/
)
Month
Weighted mixing
height in KMs
Jan 0.257
Feb 0.354
Mar 0.476
Apr 0.654
May 0.738
Jun 0.865
Jul 0.782
Aug 0.574
Sep 0.549
Oct 0.462
Nov 0.307
Dec 0.220
City CAAQMS/AOD ratio
of 2019
Jhind 1.08
Bhiwani 1.12
Agra 0.96
Muzaffarnagar 1.07
Sonipat 0.994
Bulandsahar 0.998
Total area – 380 SQKM
Month PM2.5
(MT/Month)
Ratio
PM10/PM2.5
PM10
(MT/Month)
January 15 1.4 21
February 13 1.34 17
March 11 1.93 21
April 15 2.63 39
May 18 2.63 47
June 17 2.86 49
July 13 1.68 22
August 8 1.28 10
September 8 1.32 11
October 14 1.37 19
November 15 1.18 18
December 13 1.2 16
Estimated Pollution Load
Month PM10
(MT/Month)
January 10
February 13
March 18
April 25
May 28
June 33
July 30
August 22
September 21
October 18
November 12
December 8
Total Assimilative capacity
Month PM10
(MT/Month)
January -11
February -4
March -3
April -14
May -19
June -16
July 8
August 12
September 10
October -1
November -6
December -8
Total Supportive capacity
2019 Particulates
contribution of single
brick kiln in Tons/day
No. of brick kilns operation needs
to be restricted w.r.t. the
supportive capacity available
Month Supportive capacity available
in MT w.r.t. PM10
January -11
0.705
-16
February -4 - 6
March -3 - 5
April -14 - 20
May -19 - 27
June -16 - 22
July 8 +12
August 12 +17
September 10 +15
October -1 - 2
November -6 - 8
December
Scenario 1- NW Sector Scenario 2- W-SW Sector
Dominant Wind Speed- 0.50-2.10 m/s Dominant Wind Speed- 0.50-2.10 m/s
Scenario 3- N-E Sector Scenario 4- All Directions
Dominant Wind Speed- 0.50-2.10 m/s Dominant Wind Speed- 0.50-2.10 m/s
Receptor Grid Points within 11 km x 11 km area keeping
Rajakhera Village as the centre (grid cell size of 0.5 km x 0.5
km)
Cumulative Impact of 103 Brick Kilns for Actual PM Emission Scenario (458 kg/day)
Dominant
Wind in
North-
West
Dominant
Wind in
West-
South
West
Dominant
Wind in
North-
East
Wind equally
distributed in
All Directions
Cumulative Impact of 103 Brick Kilns
Sr.
No.
PM Emissions /
Meteorological
Scenario
No. of
Brick
Kilns
likely
to
impact
PM Conc.
Range
based on
Isopleths
(µg/m3)
PM Conc. (µg/m3)
Min. Max. Avg.
1. Actual Emission Scenario (458 kg/d or 5.30 g/s)
a. North-West (N-W)
Sector
62 20-30 23 24 24
b. West-South West
(W-SW) Sector
21 10-20 9 18 13
c. North-East (N-E)
Sector
20 1-10 9 10 9
d. All Directions 103 1-10 3 5 4
2. Corrected Emission Scenario (705 kg/d or 8.16 g/s)
a. North-West (N-W)
Sector
62 30-45 35 37 36
b. West-South West
(W-SW) Sector
21 15-30 13 28 20
c. North-East (N-E)
Sector
20 1-15 14 16 15
d. All Directions 103 1-15 5 8 6
Predicted 24 hourly PM Concentrations Levels
in Rajakhera Village for Different Emission
and Met Scenario
Impact of Single Brick Kiln
Distance in
Downwind
Direction
PM Concentrations (µg/m3)
Actual Emission
Scenario (458 kg/d or
5.30 g/s)
Corrected Emission
Scenario (705 kg/d or
8.16 g/s)
N-W
Sector
Wind Flow
All
Directions
Wind Flow
N-W
Sector
Wind Flow
All
Directions
Wind Flow
500 m 2.32 0.01 3.62 0.02
1 km 1.28 001 3.18 002
1.5 km 0.99 0.01 2.10 0.02
2 km 0.84 0.01 1.37 0.01
2.5 km 0.59 0.01 1.13 0.01
3 km 0.47 0.01 1.06 0.01
5 km 0.40 0.00 0.66 0.01
10 km 0.36 0.00 0.56 0.00
Predicted 24 hourly PM
Concentration from Single Brick Kiln
at different Downwind Distances
Limitation
 The absence of actual stack emission data for the brick kilns
 Non-availability of the local meteorological data
Based on the supportive capacity estimation and the sensitivity
analysis outcomes; regulatory authority may take decision on the
month-wise restriction on the operation of the brick kilns situated
on the upwind direction i.e. North, North-West considering the
distance from the Rajakhera village.
T
H
A
N
K
Y
O
U

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Carrying Capacity of Air Environment.pptx

  • 1. Carrying capacity of air environment Er. Sunil Kumar Meena MTech (Biochem Engg), MTech (Env Engg) Scientist-E/Additional Director Central Pollution Control Board Regional Directorate, Bhopal
  • 2. Airshed • Geographic area where the movement of emissions and pollution is largely influenced by local meteorological conditions and topography • The boundaries include all the influential sources in the immediate vicinity of the city's administrative boundary. Source: urbanemissions.info
  • 3. Airshed delineation  Quantification of emissions to prepare a multi pollutant emission inventory Predicting air quality level using AQ modelling tools, helps in understanding atmospheric transport of pollutants from source to receptor and its dispersion in the study area.  Collection of representative meteorological data & its analysis to evaluate variations at local and regional level Delineating an airshed includes 03 main steps:
  • 4. Assimilative capacity of an Airshed  Assimilative capacity of air environment is the maximum amount of pollution load that can be discharged into it without violating the prescribed Ambient Air Quality standard.  The phenomena governing the assimilative capacity of air environment include dilution, dispersion and deposition. Pollutants Industrial. Residential, Rural and Other areas Concentration in µg/m3 (24 hourly) Concentration in µg/m3 (Annually) SO2 80 50 NO2 80 40 PM10 100 60 PM2.5 60 40
  • 5. Uses of Assimilative Capacity  It is an important tool for suggesting the safe limits of disposal of pollutants for industrial operations as well as for the area- based management of air pollution and to mitigate the pollution levels.  It is an indicator of potential for future growth keeping in view the resources such as air, water, land etc.
  • 6. Estimation of assimilative capacity of an airshed  Second approach is based on Pollution Potential or Dispersion potential Assimilative capacity is inversely proportional to the pollution potential and directly proportional to the dispersion potential of the atmosphere. It is estimated through dispersion models in terms of resulting ambient air concentration of pollutants due to changes in the emission sources.  First approach is based on Ventilation Coefficient Assimilative capacity of the atmosphere is directly proportional to the ventilation coefficient, which is computed through meteorological parameters.
  • 7.  Ventilation coefficient is expressed as a product of mixing height (z) and average transport wind speed (Uavg) within the mixing layer. It is an atmospheric condition which gives an indication of the air pollution dispersion, ambient air quality and pollution potential.  VC>6000 m2 /s – Effective dispersion  3000 m2 /s <VC<=6000 m2 /s – Moderate dispersion  VC <=3000 m2 /s – Poor dispersion
  • 8. Estimation of the ventilation coefficient Assume that the ground level air temperature is 150 C, while the normal maximum surface temperature for that month is 260 C. At an elevation of 100m and 300m, the temperature is found to be 170 C and 210 C. The wind has a velocity of 2m/s at 10m. The wind exponent is 0.3. Ventilation coefficient = 366.7 x 4.47 = 1639.15m2 /s
  • 12. Second approach is based on Pollution Potential or Dispersion potential Gaussian Dispersion Model named Industrial Source Complex Short Term (ISCST). The model considers emission from kiln and disperse it under the influence of meteorology Weather Research Forecast (WRF) model - Meteorological data on hourly time basis. This helps in - Predicting Worst Case scenario - Identifying stability class based on solar radiation
  • 13. CPCB recommended following formula based on box- model in Hon’ble NGT O.A. 1016/2019
  • 14. Sr. No. Parameter Value Type of Fuel Used Coal + Husk A. Monitored at Port Hole Height (3.0 m) 1. Diameter of Stack, m 3.0 2. Flue Gas Velocity, m/s 3.0 3. Flue Gas Temp., K 350 4. Actual PM Concentration, mg/Nm3 273 5. Corrected PM Concentration at 17% O2, mg/Nm3 420 6. Normalized Flow Volume at 25C, (Nm3 /day) 16,77,818 B. Calculated/Expected at the Stack Top (30.0 m) and used in Modeling Exercise 1. Top Diameter (m) 1.0 2. Exit Flue Gas Velocity (m/s) (corresponding to top diameter) 27.0 3. Exit Flue Gas Temperature (K) 350 4. Stack Height, (m) 30 5. Actual PM Emission Load, kg/day 458 6. Corrected PM Emission Load at 17% O2, kg/day 705 7. Actual PM Emission Rate, g/s 5.30 8. Corrected PM Emission Rate at 17% O2, g/s 8.16 9. Daily Operational Schedule 24 hrs Continuous Basic data of brick kiln (FCBTK)
  • 15. Case study : 103 Brick kilns operational in radial distance of 11 KMs from the centre of Rajakhera village, Dholpur, Rajasthan • Mixing height ( https://urbanemissions.info/blog- pieces/india-meterology-bydistrict / ) Month Weighted mixing height in KMs Jan 0.257 Feb 0.354 Mar 0.476 Apr 0.654 May 0.738 Jun 0.865 Jul 0.782 Aug 0.574 Sep 0.549 Oct 0.462 Nov 0.307 Dec 0.220 City CAAQMS/AOD ratio of 2019 Jhind 1.08 Bhiwani 1.12 Agra 0.96 Muzaffarnagar 1.07 Sonipat 0.994 Bulandsahar 0.998 Total area – 380 SQKM
  • 16. Month PM2.5 (MT/Month) Ratio PM10/PM2.5 PM10 (MT/Month) January 15 1.4 21 February 13 1.34 17 March 11 1.93 21 April 15 2.63 39 May 18 2.63 47 June 17 2.86 49 July 13 1.68 22 August 8 1.28 10 September 8 1.32 11 October 14 1.37 19 November 15 1.18 18 December 13 1.2 16 Estimated Pollution Load Month PM10 (MT/Month) January 10 February 13 March 18 April 25 May 28 June 33 July 30 August 22 September 21 October 18 November 12 December 8 Total Assimilative capacity Month PM10 (MT/Month) January -11 February -4 March -3 April -14 May -19 June -16 July 8 August 12 September 10 October -1 November -6 December -8 Total Supportive capacity 2019 Particulates contribution of single brick kiln in Tons/day No. of brick kilns operation needs to be restricted w.r.t. the supportive capacity available Month Supportive capacity available in MT w.r.t. PM10 January -11 0.705 -16 February -4 - 6 March -3 - 5 April -14 - 20 May -19 - 27 June -16 - 22 July 8 +12 August 12 +17 September 10 +15 October -1 - 2 November -6 - 8 December
  • 17. Scenario 1- NW Sector Scenario 2- W-SW Sector Dominant Wind Speed- 0.50-2.10 m/s Dominant Wind Speed- 0.50-2.10 m/s Scenario 3- N-E Sector Scenario 4- All Directions Dominant Wind Speed- 0.50-2.10 m/s Dominant Wind Speed- 0.50-2.10 m/s Receptor Grid Points within 11 km x 11 km area keeping Rajakhera Village as the centre (grid cell size of 0.5 km x 0.5 km)
  • 18. Cumulative Impact of 103 Brick Kilns for Actual PM Emission Scenario (458 kg/day) Dominant Wind in North- West Dominant Wind in West- South West Dominant Wind in North- East Wind equally distributed in All Directions
  • 19. Cumulative Impact of 103 Brick Kilns Sr. No. PM Emissions / Meteorological Scenario No. of Brick Kilns likely to impact PM Conc. Range based on Isopleths (µg/m3) PM Conc. (µg/m3) Min. Max. Avg. 1. Actual Emission Scenario (458 kg/d or 5.30 g/s) a. North-West (N-W) Sector 62 20-30 23 24 24 b. West-South West (W-SW) Sector 21 10-20 9 18 13 c. North-East (N-E) Sector 20 1-10 9 10 9 d. All Directions 103 1-10 3 5 4 2. Corrected Emission Scenario (705 kg/d or 8.16 g/s) a. North-West (N-W) Sector 62 30-45 35 37 36 b. West-South West (W-SW) Sector 21 15-30 13 28 20 c. North-East (N-E) Sector 20 1-15 14 16 15 d. All Directions 103 1-15 5 8 6 Predicted 24 hourly PM Concentrations Levels in Rajakhera Village for Different Emission and Met Scenario Impact of Single Brick Kiln Distance in Downwind Direction PM Concentrations (µg/m3) Actual Emission Scenario (458 kg/d or 5.30 g/s) Corrected Emission Scenario (705 kg/d or 8.16 g/s) N-W Sector Wind Flow All Directions Wind Flow N-W Sector Wind Flow All Directions Wind Flow 500 m 2.32 0.01 3.62 0.02 1 km 1.28 001 3.18 002 1.5 km 0.99 0.01 2.10 0.02 2 km 0.84 0.01 1.37 0.01 2.5 km 0.59 0.01 1.13 0.01 3 km 0.47 0.01 1.06 0.01 5 km 0.40 0.00 0.66 0.01 10 km 0.36 0.00 0.56 0.00 Predicted 24 hourly PM Concentration from Single Brick Kiln at different Downwind Distances
  • 20. Limitation  The absence of actual stack emission data for the brick kilns  Non-availability of the local meteorological data Based on the supportive capacity estimation and the sensitivity analysis outcomes; regulatory authority may take decision on the month-wise restriction on the operation of the brick kilns situated on the upwind direction i.e. North, North-West considering the distance from the Rajakhera village.