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http://www.iaeme.com/IJCIET/index.asp 337 [email protected]
International Journal of Civil Engineering and Technology (IJCIET)
Volume 7, Issue 1, Jan-Feb 2016, pp. 337-357, Article ID: IJCIET_07_01_028
Available online at
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=7&IType=1
Journal Impact Factor (2016): 9.7820 (Calculated by GISI) www.jifactor.com
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication
A PREDICTIVE MODEL FOR OZONE
UPLIFTING IN OBSTRUCTION PRONE
ENVIRONMENT
Terry Henshaw
Africa Center of Excellence, University of Port Harcourt, Rivers state, Nigeria
Ify L. Nwaogazie
Department of Civil and Environmental Engineering,
University of Port Harcourt, Rivers State, Nigeria
Vincent Weli
Department of Geography and Environmental Science,
University of Port Harcourt, Rivers State, Nigeria
ABSTRACT
A model for predicting uplifting of ozone gas in obstruction prone areas is
developed. The model is dependent on ground level temperature, four metre
height temperature, wind speed and solar radiationand the obstruction used in
this research is an existing four metre fence wall. With data points established
both inside and outside the fence wall, and four metre height above the ground
level of the inside and outside positions, data were collected for five days at
two hour intervals. The Buckingham’s π-method of dimensional analysis was
adopted to develop this model and collated field measurements were used to
calibrate the model through regression. Results show that the model
developed for Ozone uplifting attained a correlation coefficient of
0.996.Verification of the model showed a correlation coefficient of 0.905 and
a mean square error (MSE) of 0.0007 between the predicted and observed
ozone concentration. Detailed statistical sensitivity analysis carried out
showed temperature as the most important meteorological parameter and
solar radiation as the least important in case of pollutant uplifting.
Verification of the modified model without the solar radiation term showed a
correlation coefficient of 0.905 and a MSE of 0.0007 between the predicted
and observed ozone concentrations and this confirmed solar radiation as the
least important meteorological parameter in obstruction environment.NO2,
SO2 and TSP showed poor correlation coefficients of 0.03, 0.45 and 6.2,
respectively when uplifting models were calibrated and verified for them, they
also showed statistically that ground level temperature is the most significant
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
http://www.iaeme.com/IJCIET/index.asp 338 [email protected]
meteorological parameter for pollutant uplifting in obstruction prone
environment.
Key words: Uplifting, Obstruction, Ozone, Air, Pollutant, Predictive model
Cite this Article: Terry Henshaw, Ify L. Nwaogazie and Vincent Weli, A
Predictive Model For Ozone Uplifting In Obstruction Prone Environment,
International Journal of Civil Engineering and Technology, 7(1), 2016, pp.
337-357.
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=7&IType=1
1. INTRODUCTION
Air pollution models have generally failed to accurately predict concentration of
pollutants (Lolymer, 2011). Most of these failures have been attributed to
environmental conditions for which these models were not developed to handle.
Literature has recorded different models which have been developed for different
environmental configuration. Some of these models have shown improvement when
compared to Gaussian models (Henricheen, 1986; Stull, 1988).
Most of the existing air pollution models can be classified as follows :(i)Those
that have incorporated wind speed and vertical eddy diffusivity as a power function of
vertical height (Seinfeld, 1986; Lin and Hildemann, 1996); (ii) Those that have
incorporated wind speed as a function of height and eddy diffusivity as a function of
downwind distance (Sharan and modani, 2006); (iii) Models that have incorporated
wind speed as a function of vertical height and vertical eddy diffusivity as a function
of both vertical height and downwind distance from the source (Sharan and Kumar,
2009); and (iv) Models that have incorporated low wind and unbounded region
(Anikender and Goyal, 2013).Obstructions from artificial and natural facilities have
also been attributed to failures of dispersion models in predicting pollutant
concentration. These obstructions impede the flow from the direction of the source.
Works have been carried out on different aspects of obstruction to pollutant
dispersion.
Works of Zhao-Lin and others (2011) considered street canyons as the obstruction
and concentrated on the effect on uneven heights of buildings given that earlier works
had considered even heights. Works of Yucong and others (2014) also considered
street canyons but tried to use different street canyon configurations. Flow pattern
inside the street canyon has been studied to be controlled by flow wind velocity,
building shapes, atmospheric instability and height of building (Xie and others, 2005;
Niachou and others, 2008; Hang and others, 2010; Baik and others, 2000; Ahmad and
others, 2005). As a result of these obstructions poor air quality has been recorded at
pedestrian levels. Air recirculation has been seen to be the major reason why
pollutants do not move in the wind ward direction (Depaul and Sheih, 1986;
Oke,1988).Many methods have been used to investigate obstruction of pollutants
dispersion where mostly street canyons have been used as the obstruction. These
widely used methods are the in-situ measurements (Depaul and Sheih, 1986; Kumar
and others, 2009; Li and others, 2007) and the computational fluid dynamic (CFD)
simulations (Baik and others, 2000; Yang and shao, 2008; Murena and others, 2009;
Gu and others, 2010; Balczo and others, 2009).Works of Harisankar and Paruthuraj
(2010) used a hill slope as the obstruction to flow and results also showed pollutant
recirculation but at the summit of the hill and this grows intense with steeper slopes.
A Predictive Model For Ozone Uplifting In Obstruction Prone Environment
http://www.iaeme.com/IJCIET/index.asp 339 [email protected]
Left out of literature is a model to predict the concentration of pollutant at a height
above ground level in obstruction prone areas and a sensitivity analysis to see which
meteorological parameter plays the major role in vertical uplifting of pollutants in
obstruction environments as it is obvious that wind speed is the major meteorological
parameter responsible fordispersing air pollutants in non-obstruction environments
(Andrej and others, 2015; Seinfeld, 1986).
Xie and others (2005) observed the effect of solar radiation on pollutant dispersion
in street canyons. They observed that the heating of the earth’s surface causes some
sort of buoyancy force which helps to disperse pollutants by reducing pollutant
concentration in street canyons. Works of Henshaw and others (2015) have observed
surface solar radiation as high as 1220 W/m2which is capable of heating the earth’s
surface to as high as 39 0C in the southern part of Nigeria and this can be used to an
advantage in case of obstruction to wind direction.
The pollutant used to demonstrate this effect of uplifting is the ozone gas. Ground
level Ozone is a secondary pollutant formed from nitrogen oxides and VOC’s in the
presence of sunlight, it is colorless and the impact to health on exposure is that it
affects the human respiratory system especially the lungs. The World Bank group in
1998 has generalized short term concentrations to be within 300 – 800 µg/m3 in urban
regions.
This work addresses the problem by using a 4 metre wall within a high activity
area as the obstruction in the windward direction and considering meteorological
parameters like wind speed, solar radiation and temperatures using the dimensional
analysis approach.
The use of the Buckingham’s π-method in Dimensional Analysis has been
recorded in literature as a means of deriving empirical models wherein calibrations
are done with experimental data or field measurements via the linear or multiple
regression analysis (Afangideh, 2008).
This work is aimed at developing a model which is capable of predicting ozone
concentration above ground level in obstruction prone areas where the obstruction is
in the direction of the wind. The obstruction used in this work is a four metre fence
wall within a high activity area. The proposed model is dependent of ground level
temperature, four metre height temperature, solar radiation and wind speed.
2. MATERIALS AND METHOD
2.1. Study Area
The study area for this work is the section of Choba Park, one of the three campuses
of the University of Port Harcourt, Nigeria. The exact location of Choba Park where
measurements were made is within the small exit gate of the park. This section of
Choba Park comprises of high commercial activities with respect to small kiosk for
sale of snacks and business centers that do printing/photocopying jobs and sales of
stationeries, etc. With the insufficiency in power supply these business own
generators which are always left on when the central power supply is unavailable.
Mostly students and lecturers do business in these areas and most of these business
centers have been observed to run till 8.00 pm. Outside the Choba park premises is
the Choba junction which is one of the busiest junctions in Port Harcourt because it
serves as an exit towards the western region of Nigeria. Figures 1 and 2 represent the
study area; Choba park (Figure 1) and enlarged position of pollutant measurement
(Figure 2)
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
http://www.iaeme.com/IJCIET/index.asp 340 [email protected]
Figure 1 Study area showing observation point and weather station point
Figure 2 Study area showing details of the observation point
2.2. Measuring Equipment
The Equipment used for this work are as listed in Table 1
Table1 List of Equipment used for Ozone uplifting modeling
S/N Equipment Number Purpose
1 Military compass 1 To determine the direction of the poles
2 Weather station 1 To measure meteorological parameters
3 Solar radiation meter 1 To measure solar radiation
4 Aeroqual gas monitor 4 To measure pollutant gases
2.3. Procedure
A total of four locations were established for observation of ozone gas. Two of these
locations are inside the Choba park premises by the fence and the other two outside
the park premises by the fence. Both inside and outside locations comprise of ground
and a four metre height point. The weather station was installed at 10 metres from the
ground level. The observation of ozone was carried out for five days with a time
interval of two hours. The solar radiation was measured hourly from sun rise at about
6.00 am to 9.00 pm for the 5-day duration.
A Predictive Model For Ozone Uplifting In Obstruction Prone Environment
http://www.iaeme.com/IJCIET/index.asp 341 [email protected]
2.4. Model Formulation and Development
The technique used for model development is the Buckingham’s π-method and the
various parameters considered are presented in Table 2 with their corresponding
symbols and dimensions.
Table 2 Proposed model parameters for Ozone uplifting modeling
S/N Variable Symbol Dimensions
LMT Ѳ
1 Height H L
2 Wind speed v LT-1
3 Solar radiation I MT-3
4 Temperature at ground level TGL Ѳ
5 Temperature at four metre height above
ground
TH Ѳ
6 Pollutant concentration at ground level CGL
ML-3
7 Pollutant concentration at four metre height
above ground
CH
ML-3
Let the pollutant concentration, CH be a function of the six parameters listed in
Table 2, viz
CH = f (H, v, I, TH, TGL, CGL) ……………………………………..Equation (1)
Where number of variables n = 7; m = number of standard units=4; and Number
of π’s according to Buckingham theory = n-m(7-4=3)
Thus, Equation (1) can be rewritten as:
F ( ) = 0………………………………………………….Equation (2)
Selecting the repeating variables as H, v, I, and CGL, the π- models become:
= (H, v, I,CGL,CH) ………………………………………….......Equation (3)
= (H, v, I,CGL,CGL)…………………………………………..…Equation (4)
= (H, v, I,TGL,TH) ……………………………..……………….Equation (5)
As a typical example, is evaluated by substituting the applicable dimensions (from Table 1) to Equation (3), to obtain Equation (6):
= …………………………….Equation (6)
By relating the constants a, b, and c to Length, L; Mass, M; Time, T and
Temperature, Ѳ the resulting three simultaneous Equations were solved with the
following results: a=0,b=3,c=-1 and d=0, respectively. Thus, Equation (6) becomes:
=
………………………………………………………….. Equation (7)
Adopting similar procedure we obtain the following results for Equations (4) and (5),
respectively
=
……………………………………………………………Equation (8)
=
……………………………………………………………...Equation (9)
Thus, Equation (2) can be rewritten as
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
http://www.iaeme.com/IJCIET/index.asp 342 [email protected]
=
……………………………………………………….Equation (10)
or
=
×
……………………………………………Equation (11)
Let
Y=
; x1 =
and x2 =
;
That is, Y=
or
Ln Y = a Ln + b Ln + K……………………………………..…Equation (12)
2.5. Model Calibration
Using multiply regression software on Microsoft excel, the model (Equation 12) was
developed for prediction of O3 at four metre height above ground level. Table 3
presents field data from the observation of Ozone concentrations and estimation of x1,
x2 and Y as in Equation (12). Table 4 presents a modified version of Table 3 by
striking out all zeros, Table 5 shows the regression analysis summary and the
calibrated model for the prediction of O3 pollutant at 4 metre above ground height as
per Equation (12)
A Predictive Model For Ozone Uplifting In Obstruction Prone Environment
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Table 3 Input Data Table
SR- Solar Radiation; WS-Wind Speed; CGL – Pollutant Concentration At Ground Level;
C4M- Pollutant Concentration At Four Metre Height Level
S/N DAY TEMP
@ GL
TEMP
@ 4m
SR WS CGL C4M x1 x2 Y Lnx1 Lnx2 LnY
1 MON 25 29 0 0 0 0 #DIV/0! 1.16 #DIV/0! #DIV/0! 0.14842 #DIV/0!
2 28 28 280 4.8 0 0.28 0 1 0.110592 #NUM! 0 -2.20191
3 31 32 350.9 9.7 0.26 0.28 0.676247 1.032258 0.728266 -0.3912 0.03175 -0.31709
4 34 31 413.8 8 0 0.32 0 0.911765 0.39594 #NUM! -0.0924 -0.92649
5 37 34 1220 11.3 0 0 0 0.918919 0 #NUM! -0.0846 #NUM!
6 33 33 600 12.9 0 0.25 0 1 0.894454 #NUM! 0 -0.11154
7 29 28 14 4.8 0.01 0.02 0.078994 0.965517 0.157989 -2.53838 -0.0351 -1.84523
8 27 26 0 1.6 0 0.32 #DIV/0! 0.962963 #DIV/0! #DIV/0! -0.0377 #DIV/0!
9 26 26 0 1.6 0.28 0 #DIV/0! 1 #DIV/0! #DIV/0! 0 #DIV/0!
10 TUE 25 29 0 0 0.3 0.27 #DIV/0! 1.16 #DIV/0! #DIV/0! 0.14842 #DIV/0!
11 28 28 280 4.8 0.26 0.28 0.102693 1 0.110592 -2.27602 0 -2.20191
12 31 32 350.9 9.7 0.25 0.3 0.650237 1.032258 0.780285 -0.43042 0.03175 -0.2481
13 34 31 413.8 8 0.37 0.4 0.457806 0.911765 0.494925 -0.78131 -0.0924 -0.70335
14 37 34 1220 11.3 0.31 0.32 0.366638 0.918919 0.378465 -1.00338 -0.0846 -0.97163
15 33 33 600 12.9 0.34 0.35 1.216457 1 1.252235 0.195943 0 0.22493
16 29 28 14 4.8 0.29 0.35 2.290834 0.965517 2.7648 0.828916 -0.0351 1.016968
17 27 26 0 1.6 0.27 0.29 #DIV/0! 0.962963 #DIV/0! #DIV/0! -0.0377 #DIV/0!
18 26 26 0 1.6 0.29 0.3 #DIV/0! 1 #DIV/0! #DIV/0! 0 #DIV/0!
19 WED 24 24 0 1.6 0.25 0.24 #DIV/0! 1 #DIV/0! #DIV/0! 0 #DIV/0!
20 27 27 240.6 4.8 0.25 0.25 0.114913 1 0.114913 -2.16358 0 -2.16358
21 30 30 151.2 4.8 0.28 0.29 0.2048 1 0.212114 -1.58572 0 -1.55063
22 35 33 1025 6.4 0.29 0.25 0.074168 0.942857 0.063938 -2.60143 -0.0588 -2.74985
23 30 29 83 12.9 0.39 0.4 10.08685 0.966667 10.34549 2.311233 -0.0339 2.336551
24 27 26 37.8 6.4 0.3 0.29 2.080508 0.962963 2.011158 0.732612 -0.0377 0.698711
25 27 26 12.4 1.6 0.3 0.29 0.099097 0.962963 0.095794 -2.31166 -0.0377 -2.34556
26 26 26 0 0 0.21 0.27 #DIV/0! 1 #DIV/0! #DIV/0! 0 #DIV/0!
27 26 25 0 0 0.25 0.26 #DIV/0! 0.961538 #DIV/0! #DIV/0! -0.0392 #DIV/0!
28 THUR 25 24 0 0 0.26 0.27 #DIV/0! 0.96 #DIV/0! #DIV/0! -0.0408 #DIV/0!
29 25 25 14.1 0 0.31 0.31 0 1 0 #NUM! 0 #NUM!
30 25 26 21.9 1.6 0.3 0.27 0.05611 1.04 0.050499 -2.88045 0.03922 -2.98581
31 36 26 102 0 0.3 0.27 0 0.722222 0 #NUM! -0.3254 #NUM!
32 30 28 250 4.8 0.33 0.36 0.145981 0.933333 0.159252 -1.92428 -0.069 -1.83726
33 29 29 170.1 3.2 0.27 0.29 0.052013 1 0.055865 -2.95627 0 -2.88481
34 27 26 16 1.6 0.25 0.26 0.064 0.962963 0.06656 -2.74887 -0.0377 -2.70965
35 26 26 0 0 0.23 0.27 #DIV/0! 1 #DIV/0! #DIV/0! 0 #DIV/0!
36 26 25 0 1.6 0.22 0.29 #DIV/0! 0.961538 #DIV/0! #DIV/0! -0.0392 #DIV/0!
37 FRI 24 23 0 0 0.22 0.3 #DIV/0! 0.958333 #DIV/0! #DIV/0! -0.0426 #DIV/0!
38 27 26 60.2 0 0.38 0.31 0 0.962963 0 #NUM! -0.0377 #NUM!
39 36 29 341 1.6 0.3 0.38 0.003604 0.805556 0.004564 -5.62584 -0.2162 -5.38946
40 30 35 1092 0 0.37 0.4 0 1.166667 0 #NUM! 0.15415 #NUM!
41 31 36 639 4.8 0.43 0.46 0.07442 1.16129 0.079612 -2.59803 0.14953 -2.53059
42 32 32 422.5 3.2 0.36 0.36 0.027921 1 0.027921 -3.57839 0 -3.57839
43 29 30 79.2 1.6 0.33 0.35 0.017067 1.034483 0.018101 -4.07063 0.0339 -4.01179
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
http://www.iaeme.com/IJCIET/index.asp 344 [email protected]
Table 4 Modified Input Data Table
S/N TEMP
@ GL
TEMP
@ 4m SR WS PGL P4M X1 X2 Y LnX1 LnX2 LnY
1 31 32 350.9 9.7 0.26 0.28 0.67625 1.032 0.728266 -0.3912 0.031749 -0.31709
2 29 28 14 4.8 0.01 0.02 0.07899 0.966 0.157989 -2.5384 -0.03509 -1.84523
3 28 28 280 4.8 0.26 0.28 0.10269 1 0.110592 -2.276 0 -2.20191
4 31 32 350.9 9.7 0.25 0.3 0.65024 1.032 0.780285 -0.4304 0.031749 -0.2481
5 34 31 413.8 8 0.37 0.4 0.45781 0.912 0.494925 -0.7813 -0.09237 -0.70335
6 37 34 1220 11.3 0.31 0.32 0.36664 0.919 0.378465 -1.0034 -0.08456 -0.97163
7 33 33 600 12.9 0.34 0.35 1.21646 1 1.252235 0.19594 0 0.22493
8 29 28 14 4.8 0.29 0.35 2.29083 0.966 2.7648 0.82892 -0.03509 1.016968
9 27 27 240.6 4.8 0.25 0.25 0.11491 1 0.114913 -2.1636 0 -2.16358
10 30 30 151.2 4.8 0.28 0.29 0.2048 1 0.212114 -1.5857 0 -1.55063
11 35 33 1025 6.4 0.29 0.25 0.07417 0.943 0.063938 -2.6014 -0.05884 -2.74985
12 30 29 83 12.9 0.39 0.4 10.0869 0.967 10.34549 2.31123 -0.0339 2.336551
13 27 26 37.8 6.4 0.3 0.29 2.08051 0.963 2.011158 0.73261 -0.03774 0.698711
14 27 26 12.4 1.6 0.3 0.29 0.0991 0.963 0.095794 -2.3117 -0.03774 -2.34556
15 25 26 21.9 1.6 0.3 0.27 0.05611 1.04 0.050499 -2.8804 0.039221 -2.98581
16 30 28 250 4.8 0.33 0.36 0.14598 0.933 0.159252 -1.9243 -0.06899 -1.83726
17 29 29 170.1 3.2 0.27 0.29 0.05201 1 0.055865 -2.9563 0 -2.88481
18 27 26 16 1.6 0.25 0.26 0.064 0.963 0.06656 -2.7489 -0.03774 -2.70965
19 36 29 341 1.6 0.3 0.38 0.0036 0.806 0.004564 -5.6258 -0.21622 -5.38946
20 31 36 639 4.8 0.43 0.46 0.07442 1.161 0.079612 -2.598 0.149532 -2.53059
21 32 32 422.5 3.2 0.36 0.36 0.02792 1 0.027921 -3.5784 0 -3.57839
22 29 30 79.2 1.6 0.33 0.35 0.01707 1.034 0.018101 -4.0706 0.033902 -4.01179
Table 5 Results from Multiple Regression analysis
SUMMARY OUTPUT
Regression Statistics
Multiple R 0.996011
R Square 0.992037
Adjusted R Square 0.991199
Standard Error 0.168763
Observations 22
ANOVA
df SS MS F
Significance
F
Regression 2 67.41776 33.70888 1183.555 1.15E-20
Residual 19 0.54114 0.028481
Total 21 67.9589
Coefficients
Standard
Error t Stat P-value Lower 95%
Upper
95%
Lower
95.0%
Upper
95.0%
Intercept 0.055953 0.051002 1.097082 0.286316 -0.05079 0.162702 -0.05079 0.162702
LnX1 0.993589 0.020575 48.29019 2.4E-21 0.950524 1.036653 0.950524 1.036653
LnX2 -0.38145 0.548898 -0.69493 0.495509 -1.5303 0.767409 -1.5303 0.767409
A Predictive Model For Ozone Uplifting In Obstruction Prone Environment
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From Table 5, the parameters of Equation (12) are thus, substituted to yield
Equation (13) as:
Equation (13a)
OR
Equation (13b)
Substituting the terms of Equation (11) into Equation (13) yields Equation (14) as:
Equation (14a)
OR
…………………….. Equation (14b)
……………… Equation (14c)
OR
…… ……………………………………… Equation (15)
2.5. Model Verification
The model was verified by plotting the observed against predicted ozones (See Figure
3) and the correlation coefficient was obtained together with the mean square error
(MSE). Table 6 shows observed and predicted Ozones with differences in error.
Table 6 Observed and predicted Ozone concentrations
S/N OBSERVED PREDICTED DIFF IN
ERROR
PERCENTAGE
ERROR (%)
1 0.28 0.272334763 5.88E-05 0.02098425
2 0.02 0.010893837 8.29E-05 0.414611
3 0.28 0.279004013 9.92E-07 0.000354282
4 0.3 0.261926201 0.001449614 0.483204667
5 0.4 0.407361415 5.42E-05 0.0135476
6 0.32 0.340771576 0.000431458 0.134830625
7 0.35 0.359114913 8.31E-05 0.0237376
8 0.35 0.30917434 0.001666734 0.476209714
9 0.25 0.268079786 0.000326879 0.1307516
10 0.29 0.299139094 8.35E-05 0.028801034
11 0.25 0.318925135 0.004750674 1.9002696
12 0.4 0.411666754 0.000136113 0.03402825
13 0.29 0.320356599 0.000921523 0.317766552
14 0.29 0.326670352 0.001344715 0.463694828
15 0.27 0.318378615 0.00234049 0.866848148
16 0.36 0.362744786 7.53E-06 0.002092736
17 0.29 0.291001258 1.00E-06 0.000345697
18 0.26 0.272989405 0.000168725 0.064894231
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
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S/N OBSERVED PREDICTED DIFF IN
ERROR
PERCENTAGE
ERROR (%)
19 0.38 0.35719472 0.000520081 0.136863421
20 0.46 0.436747523 0.000540678 0.117538696
21 0.36 0.38955228 0.000873337 0.242593611
22 0.35 0.353615691 1.31E-05 0.0037352
Estimating the Mean Square Error (MSE)
The Computation of MSE value is obtained via Equation (15), viz:
MSE =
…………………. Equation (16)
where N is number of observations
MSE = 0.000720732
Figure 3 Plot of observed against predicted Ozone concentration
2.7. Sensitivity Analysis
A sensitivity analysis was carried out to estimate the significance of each
meteorological parameter to the model developed as Equation (15). Table 7 presents
wind speed, ground level temperature, four metre height temperature and solar
radiation as they relate to ground level ozone and four metre height ozone
concentrations. Tables 8,9,10 and 11 present regression summaries of the significance
of each of the meteorological parameters related to pollutant uplifting.
Table 7 Field meteorological parameters with ozone concentrations
S/N WS SR TEMP
@ GL
TEMP
@ 4M PGL P4M
1 0 0 25 29 0 0
2 4.8 280 28 28 0 0.28
3 9.7 350.9 31 32 0.26 0.28
4 8 413.8 34 31 0 0.32
5 11.3 1220 37 34 0 0
6 12.9 600 33 33 0 0.25
7 4.8 14 29 28 0.01 0.02
8 1.6 0 27 26 0 0.32
9 1.6 0 26 26 0.28 0
10 0 0 25 29 0.3 0.27
11 4.8 280 28 28 0.26 0.28
y = 0.9436x + 0.025 R² = 0.9059
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
0.5
0 0.1 0.2 0.3 0.4 0.5
pre
dic
ted
co
nce
ntr
atio
n.
observed concentration.
Linear (PREDICTED)
A Predictive Model For Ozone Uplifting In Obstruction Prone Environment
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S/N WS SR TEMP
@ GL
TEMP
@ 4M PGL P4M
12 9.7 350.9 31 32 0.25 0.3
13 8 413.8 34 31 0.37 0.4
14 11.3 1220 37 34 0.31 0.32
15 12.9 600 33 33 0.34 0.35
16 4.8 14 29 28 0.29 0.35
17 1.6 0 27 26 0.27 0.29
18 1.6 0 26 26 0.29 0.3
19 1.6 0 24 24 0.25 0.24
20 4.8 240.6 27 27 0.25 0.25
21 4.8 151.2 30 30 0.28 0.29
22 6.4 1025 35 33 0.29 0.25
23 12.9 83 30 29 0.39 0.4
24 6.4 37.8 27 26 0.3 0.29
25 1.6 12.4 27 26 0.3 0.29
26 0 0 26 26 0.21 0.27
27 0 0 26 25 0.25 0.26
28 0 0 25 24 0.26 0.27
29 0 14.1 25 25 0.31 0.31
30 1.6 21.9 25 26 0.3 0.27
31 0 102 36 26 0.3 0.27
32 4.8 250 30 28 0.33 0.36
33 3.2 170.1 29 29 0.27 0.29
34 1.6 16 27 26 0.25 0.26
35 0 0 26 26 0.23 0.27
36 1.6 0 26 25 0.22 0.29
37 0 0 24 23 0.22 0.3
38 0 60.2 27 26 0.38 0.31
39 1.6 341 36 29 0.3 0.38
40 0 1092 30 35 0.37 0.4
41 4.8 639 31 36 0.43 0.46
42 3.2 422.5 32 32 0.36 0.36
43 1.6 79.2 29 30 0.33 0.35
Table 8 Regression summary of significance of wind speed to Ozone uplifting
SUMMARY OUTPUT
Regression Statistics
Multiple R 0.612107
R Square 0.374675
Adjusted R
Square 0.3434087
Standard Error 0.0819884
Observations 43
ANOVA
df SS MS F
Significance
F
Regression 2 0.161106757 0.080553 11.98337 8.36E-05
Residual 40 0.268883941 0.006722
Total 42 0.429990698
Coefficients
Standard
Error t Stat P-value Lower 95%
Upper
95%
Lower
95.0%
Upper
95.0%
Intercept 0.1371951 0.032979952 4.159956 0.000164 0.07054 0.20385 0.07054 0.20385
WS 0.0034904 0.003124896 1.11697 0.270672 -0.00283 0.009806 -0.00283 0.009806
PGL 0.5203211 0.106927182 4.866126 1.81E-05 0.304213 0.736429 0.304213 0.736429
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
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Table 9 Regression summary of significance of solar radiation to Ozone uplifting
SUMMARY OUTPUT
Regression Statistics
Multiple R 0.6017704
R Square 0.3621276
Adjusted R
Square 0.3302339
Standard Error 0.0828069
Observations 43
ANOVA
df SS MS F Significance F
Regression 2 0.155711484 0.077855742 11.35423 0.000124359
Residual 40 0.274279214 0.00685698
Total 42 0.429990698
Coefficients Standard Error t Stat P-value Lower 95%
Upper
95%
Lower
95.0%
Upper
95.0%
Intercept 0.1487193 0.030675323 4.848173089 1.92E-05 0.086722135 0.210716 0.086722 0.210716
SR 2.441E-05 3.6961E-05 0.660493418 0.512723 -5.02885E-05 9.91E-05 -5E-05 9.91E-05
PGL 0.5059721 0.107212431 4.719341636 2.88E-05 0.289287684 0.722656 0.289288 0.722656
Table 10 Regression summary of significance of wind speed to Ozone uplifting
SUMMARY OUTPUT
Regression Statistics
Multiple R 0.615835
R Square 0.379252
Adjusted R Square 0.348215
Standard Error 0.081688
Observations 43
ANOVA
df SS MS F
Significance
F
Regression 2 0.163075 0.081538 12.21922 7.22E-05
Residual 40 0.266916 0.006673
Total 42 0.429991
Coefficients
Standard
Error t Stat P-value Lower 95%
Upper
95%
Lower
95.0%
Upper
95.0%
Intercept 0.032137 0.102542 0.313402 0.755604 -0.17511 0.239381 -0.17511 0.239381
TEMP @ GL 0.004215 0.003384 1.245708 0.220119 -0.00262 0.011054 -0.00262 0.011054
PGL 0.506045 0.105763 4.784682 2.35E-05 0.292289 0.719801 0.292289 0.719801
A Predictive Model For Ozone Uplifting In Obstruction Prone Environment
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Table 11 Regression summary of significance of temperature at four metre height to Ozone
uplifting
8
Regression Statistics
Multiple R 0.613032
R Square 0.375808
Adjusted R Square 0.344598
Standard Error 0.081914
Observations 43
ANOVA
df SS MS F Significance F
Regression 2 0.161594 0.080797 12.04142 8.06E-05
Residual 40 0.268397 0.00671
Total 42 0.429991
Coefficients Standard Error t Stat P-value Lower 95%
Upper
95%
Lower
95.0% Upper 95.0%
Intercept 0.030771 0.111589 0.275749 0.784161 -0.19476 0.2563 -0.19476 0.2563
TEMP @ 4m 0.004393 0.00382 1.149997 0.256974 -0.00333 0.012113 -0.00333 0.012113
PGL 0.500585 0.10616 4.715383 2.92E-05 0.286028 0.715142 0.286028 0.715142
2.8. Modified Equation and Verification
Equation (15) is rewritten by removing the solar radiation parameter (See Equation
17). Table 12 shows new values of observed and predicted ozone values and these are
used to estimate correlation coefficient by plotting observed against predicted ozone
concentrations.
…… ………………………………………………Equation (17)
Table 12 Observed and predicted Ozone concentrations
POINTS OBSERVED PREDICTED DIFF IN ERROR PERCENTAGE ERROR
(%)
1 0.28 0.262292523 0.000313555 0.111983929
2 0.02 0.010711075 8.63E-05 0.4314205
3 0.28 0.269104971 0.000118702 0.042393571
4 0.3 0.252267773 0.002278366 0.759455333
5 0.4 0.391925614 6.52E-05 0.016298925
6 0.32 0.325594238 3.13E-05 0.009779844
7 0.35 0.344685261 2.82E-05 0.008070429
8 0.35 0.303987423 0.002117157 0.604902
9 0.25 0.25881985 7.78E-05 0.03111592
10 0.29 0.289667698 1.10E-07 3.80776E-05
11 0.25 0.305061216 0.003031738 1.2126952
12 0.4 0.400168211 2.83E-08 7.0737E-06
13 0.29 0.31298273 0.000528206 0.18214
14 0.29 0.321439907 0.000988468 0.340851034
15 0.27 0.31214063 0.001775833 0.657715926
16 0.36 0.350128921 9.74E-05 0.027066167
17 0.29 0.281574824 7.10E-05 0.024477103
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
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POINTS OBSERVED PREDICTED DIFF IN ERROR PERCENTAGE ERROR
(%)
18 0.26 0.268179872 6.69E-05 0.025734731
19 0.38 0.344086428 0.001289785 0.339417105
20 0.46 0.419029294 0.001678599 0.364912826
21 0.36 0.374741314 0.000217306 0.060362778
22 0.35 0.343841902 3.79E-05 0.010834914
Figure 4 Plot of observed against predicted Ozone concentration
3. DISCUSSION OF RESULTS
The development of a model to predict ozone concentration in obstruction prone areas
is presented as Equation (15). The model developed is obtained via dimensional
analysis and the multiple linear regression was employed to calibrate it. This model
achieves a correlation coefficient of 0.996 and shows a very high significance in the
x1 term made of wind speed, ground level ozone concentration and solar radiation.
Verification of the model shows a correlation coefficient of 0.905 and MSE of 0.0007
when the observed concentrations were plotted against the predicted.
The maximum ozone gas measured from the Choba study area was 0.45mg/m and
this lies within the range for urban areas (0.3mg/m3 – 0.8mg/m
3) as stated by the
World Bank group in 1998.
Detailed sensitivity analysis on individual meteorological parameters was carried
out to evaluate the significance of each parameter on the uplifting of ozone. A
summary of the results of significance is presented on Table 13. Because of the
sensitivity in variation of air pollution concentrations 20% level of significance was
selected for critical value of t-statistic. Temperature at ground level is the most
significant meteorological parameter in pollutant uplifting. Though it has been
established that thermal effects result mainly from the variation of solar heating of the
ground (Xie, 2005), surprisingly solar radiation shows no significance in pollutant
uplifting. This is because the process of heating takes time and so the time a high
solar radiation is measured would be different from the time pollutants start showing
significant uplifting (See Figure 5).
y = 0.9436x + 0.025 R² = 0.9059
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
0.5
0 0.1 0.2 0.3 0.4 0.5
pre
dic
ted
observed
Linear (PREDICTED)
A Predictive Model For Ozone Uplifting In Obstruction Prone Environment
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Table 13 Results of Significance.
S/N Parameter t-statistic t-critical (t.80) comment
1 Wind speed 1.11697 0.858 Significant
2 Solar radiation 0.66049 0.858 Non-Significant
3 Temperature at ground level 1.245708 0.858 Significant
4 Temperature at 4 m height 1.149997 0.858 Significant
Figure 6 Plot showing solar radiation against ground level and four metre height ozone
With the information obtained from Table 13, Equation (15) is rewritten with
solar radiation removed and the verification of the modified model shows no
reduction in the correlation coefficient which further confirms the irrelevance of solar
radiation in the developed model.
Figures 6 and 7 show a plot of the concentrations of ozone at ground level and
four metre height measured on the field with corresponding wind speed and ground
level temperatures. In agreement with the modeling carried out, peak values of wind
speed and temperatures are associated with ground level uplifting (the case where the
4 metre height ozone concentrations are greater than the ground level concentrations).
Figure 6 Field observations of average wind speed, ground and four metre height ozone
concentrations
0
200
400
600
800
1000
1200
1400
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
1 2 3 4 5 6 7 8 9
SOLA
R R
AD
IATI
ON
OZO
NE
CO
NC
ENTR
ATI
ON
NUMBER OF OBSERVATIONS
SAMPLE DAY RECORD
GROUND LEVEL OZONE
FOUR METRE OZONE
SOLAR RADIATION
SIGNIFICAN
0
2
4
6
8
10
12
14
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
0.5
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43
win
d s
pee
d
ozo
ne
con
ct.
sampling number
OZONE CONC. GL
OZONE CONC. @ 4M
WIND SPEED
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
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Figure 7 Field observations of ground level temperature, ground and four metre height Ozone
concentrations
High temperatures and wind speed have been seen to facilitate vertical uplifting of
ozone and this agrees with works of Xie (2015), which considered heating of the
earth’s surfaces with small velocities of 1 & 2 m/s. In this work higher wind velocities
and temperatures have shown increased pollutant uplifting (See to Figures 6 & 7).
Other measured pollutants also confirmed temperature as the most important
meteorological variable in pollutant uplifting when their significance are considered
in relation to pollutant uplifting (See Table 14).
Table 14 T-statistic for other pollutants on relating the significance of pollutant uplifting
S/N VARIABLES NO CO TSP t-critical (t.80)
t-statistic values
1 Temperature @ ground level 2.226274 -1.76596 -
1.41408
0.858
Lastly, efforts to calibrate the general model (Equation 11) for other pollutants
like NO2, CO and TSP measured from the study area failed to produce high
correlation coefficients (See Figures 8-10 and Table 15). This may be taken as an
unexplained variation which can be attributed to the fact that ozone is a secondary
pollutant and can be formed hundreds of kilometers from the source of
emission(World Bank group, 1998) and primary pollutants do not have this property.
The other measured pollutants still show trends of pollutant uplifting during periods
of high temperature and wind speed (See Figures 11 -16).
Figure 8 Comparison of observed and predicted TSP
0
5
10
15
20
25
30
35
40
0
0.1
0.2
0.3
0.4
0.5
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43
gro
un
d le
vel t
emp
.
ozo
ne
con
ct.
sampling number
OZONE CONC. GL
OZONE CONC. @ 4M
temp. @ GL
y = 0.5606x + 98.591 R² = 0.2345
0
200
400
600
800
0 50 100 150 200 250 300 350 400 450 500
PR
EDIC
TED
TSP
OBSERVED TSP
OBSERVED VERSUS PREDICTED TSP
A Predictive Model For Ozone Uplifting In Obstruction Prone Environment
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Figure 9 Comparison of observed and predicted CO
Figure 10 Comparison of observed and predicted NO2
Figure 11 Field observations of ground level temperature, ground and four metre height CO
concentrations
y = -0.2187x + 7.7625 R² = 0.036
0
2
4
6
8
10
12
14
0 2 4 6 8 10 12 14
PR
EDIC
TED
CO
OBSERVED CO
OBSERVED VERSUS PREDICTED CO
y = 0.6825x + 0.0333 R² = 0.3362
0
0.05
0.1
0.15
0.2
0.25
0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.2
PR
EDIC
TED
NO
2
OBSERVED NO2
OBSERVED VERSUS PREDICTED NO2
0
10
20
30
40
50
60
70
80
90
100
0
5
10
15
20
25
30
35
40
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43
CO
NC
T.
TEM
P/C
ON
CT
SAMPLE NUMBER
GL TEMP
4 M CO POLLUTANT
GL CO POLLUTANT
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
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Figure 12 Field observations of average wind speed, ground and four metre height CO
concentrations
Figure 13 Field observations of average wind speed, ground and four metre height NO2
concentrations
Figure 14 Field observations of ground level temperature, ground and four metre height NO2
concentrations
0
10
20
30
40
50
60
70
80
90
100
0
2
4
6
8
10
12
14
16
18
20
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43
CO
CO
NC
T.
CO
CO
NC
T/ W
S
SAMPLE NUMBER
WS
4 M CO CONCT
GL CO CONCT
0
0.5
1
1.5
2
2.5
0
2
4
6
8
10
12
14
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43
NO
2 C
ON
CT.
WS
SAMPLE NUMBER
WS
GL NO2 CONCT. 4 M NO2 CONCT.
0
0.5
1
1.5
2
2.5
0
5
10
15
20
25
30
35
40
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43
NO
2 C
ON
CT.
TEM
P
SAMPLE NUMBER
GL TEMP.
GL NO2 CONCT
4 M NO2 CONCT.
A Predictive Model For Ozone Uplifting In Obstruction Prone Environment
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Figure 15 Field observations of average wind speed, ground and four meter height TSP
concentrations
Figure 16 Field observations of ground level temperature, ground and four metre height TSP
concentrations
4. CONCLUSION
From the research carried out, the following conclusions can be drawn;
1. A model has been developed and calibrated for predicting ozone uplifting from
ground level to a maximum of four metre height. The model yielded a correlation
coefficient of 0.996.
2. The process of pollutant uplifting is generally facilitated by ground level temperature
and wind speed velocity.
3. The most important meteorological parameter during ozone uplifting has been
established statistically through test of significance to be ground level Temperature
0
2
4
6
8
10
12
14
0
200
400
600
800
1000
1200
1400
1600
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43
WS
TSP
CO
NC
T.
SAMPLE NUMBER
GL TSP CONCT.
4 M TSP CONCT.
WS
0
5
10
15
20
25
30
35
40
0
200
400
600
800
1000
1200
1400
1600
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43
GL
TEM
P.
TSP
CO
NC
T.
SAMPLE NUMBER
GL TSP
4 M TSP CONCT.
GL TEMP
Terry Henshaw, Ify L. Nwaogazie and Vincent Weli
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4. NO2, CO and TSP also show similar trend in uplifting as temperature remains the
most important variable.
5. Solar radiation though responsible for heating the earth’s surface is found to have a
negligible effect in the developed model.
6. The maximum amount of ozone measured from the study area (0.45 mg/m3) lies
within the WHO range for urban ozone which is 0.3–0.8 mg/m3.
7. The property of ozone that makes it form hundreds of kilometers away from any
source is suspected to be the reason why it is the most responsive pollutant in
calibrating the uplifting model.
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