Yuan Wang1,2, Cuifeng Du1,2. 1. School of Civil and Resources Engineering, University of Science and Technology Beijing, Beijing 100083, China. 2. Key Laboratory of Ministry of Education for High Efficiency Exploitation and Safety of Metal Mine, Beijing 100083, China.
Abstract
Using the methods of field experiment, numerical simulation, and theoretical analysis, a deep concave open-pit mine (DCOM) geometric model is established. Ansys Fluent software is used to simulate the change in the temperature field at night in the DCOM over time and analyze the probability of the spatial distribution of the temperature inversion layer. The results show that the location inside the stope close to the southwest edge is more likely to present temperature inversion, and the location close to the northeast edge is the least likely to have temperature inversion, and the height range where temperature inversion is likely to occur is 100-0 m. The simulated results reveal a greater probability of temperature inversion at the closed circle (+80 m), which is consistent with that obtained by field observation. Through multiple nonlinear regression analysis, a prediction model of the spatial distribution probability of the temperature inversion layer is established, which provides a theoretical basis for the prediction and control of atmospheric pollution in the DCOMs.
Using the methods of field experiment, numerical simulation, and theoretical analysis, a deep concave open-pit mine (DCOM) geometric model is established. Ansys Fluent software is used to simulate the change in the temperature field at night in the DCOM over time and analyze the probability of the spatial distribution of the temperature inversion layer. The results show that the location inside the stope close to the southwest edge is more likely to present temperature inversion, and the location close to the northeast edge is the least likely to have temperature inversion, and the height range where temperature inversion is likely to occur is 100-0 m. The simulated results reveal a greater probability of temperature inversion at the closed circle (+80 m), which is consistent with that obtained by field observation. Through multiple nonlinear regression analysis, a prediction model of the spatial distribution probability of the temperature inversion layer is established, which provides a theoretical basis for the prediction and control of atmospheric pollution in the DCOMs.
During the blasting, perforation, crushing, loading, and transportation
of the deep concave open-pit mine (DCOM), a large amount of dust and
other toxic and harmful gases will be generated. If these pollutants
are not effectively eliminated, they will accumulate inside the open
pit. Pollutants can endanger the health of miners and the safe production
of enterprises, causing economic losses.[1−3] The open-pit stope will
show a “concave” structure as the mining depth increases.
When the wind is calm or there is a breeze, the special topographical
structure will make it easier to form an inversion layer inside the
stope under the thermal action dominated by solar radiation. Due to
the existence of the temperature inversion layer, the warm and light
air is above the cold and heavy air, forming very stable air stratification.
Stratification can hinder the air quality and energy exchange between
the upper and lower layers and inhibit the diffusion of dust. At the
same time, it keeps dust in the stope for a long time, causing air
pollution and endangering human health.[4,5]There
are only a few studies on the temperature field and temperature
inversion layer of DCOMs at home and abroad, mainly in the 1970s and
1990s. Wang,[6] Lu et al.,[7] and Jin[8] all found the temperature
inversion which affects the diffusion of pollutants and makes the
stope air pollution more serious after the low-altitude temperature
observation of the DCOM. Setenko et al.[9] believed that the cause of temperature stratification in the Mulongtao
open-pit mine was that the cold air from the surface entered the open-pit
mine. In recent years, Tukkaraja[10] and
Bhowmick[11] used the computational fluid
dynamics (CFD) technology to simulate the diffusion of pollutants
and dust in open-pit mines. They found that the dust cannot diffuse
outside the pit due to the existence of the inversion layer. Pagès
and Miró[12] used the vertical-weighted
regression method to analyze the inversion temperature of the complex
terrain. In our previous work, we studied the changes in the thickness,
intensity distribution probability, and duration of the inversion
layer inside the DCOM stope through field measurements.[13] We also analyzed the influence of rock wall
temperature and solar radiation on the internal temperature field
of the DCOM based on the field test results.[14] An empirical formula for the temperature change of the internal
rock wall of the DCOM was established.Some scholars got the
evolution model of the inversion height or
the inversion time change using different methods. Zhao[15] used the numerical integration of the Nieuwstadt
equation to predict the time change of the temperature inversion layer
based on the initial potential temperature profile, ground potential
temperature, and geostrophic wind speed. Based on the formation and
evolution of the planetary boundary layer at night and day and using
the thermal energy equation to construct the prediction equation of
the height of the inversion layer, some research groups got the evolution
model of the night inversion height.[16−18] The model could simply
estimate the height of ground inversion at night. Someone applied
similar profiles to the integration of the stable boundary layer of
the temperature equation, obtained the rate equation for the height
of the temperature inversion layer, and derived an analytical solution.[19,20] According to the evolution model of night inversion height proposed
by Anfossi et al.,[17] Tomasi[21] verified that the radiosonde was used to obtain
the inversion height data of a certain valley under calm wind conditions.
Zong put forward a new sunny night off-ground temperature inversion
distribution prediction model.[22] Zhu used
mathematical statistics to establish the discriminant equation of
mountain inversion and the linear and nonlinear regression equation
of the height of the inversion layer top.[23] Tongyu et al. used linear regression methods to obtain short-term
forecasts of the intensity of the inversion layer based on the actual
sounding data at 7 o’clock a day in Harbin for 10 years.[24]There are few studies on the prediction
of inversion layers at
home and abroad, and they are basically concentrated on the prediction
of inversion layer strength. There are still deficiencies in the research
on the prediction model of the spatial distribution probability in
the inversion layer. Therefore, this paper uses a DCOM as an experimental
mine. Through field testing, numerical simulation, and theoretical
analysis, a probabilistic prediction model for the spatial distribution
of the inversion layer of the DCOM is established. The research results
provide theoretical basis and technical parameters for the prediction
and forecast of air pollution in DCOMs. It is of great significance
for the formation and dissipation of pollutants in open-pit mines,
optimizing the working environment of open-pit mines, ensuring safe
production, and improving production efficiency.
Results
and Discussion
Field Experiment
The experimental
mine is located at 118°32′–118°36′
east longitude and 40°06′–40°09′ north
latitude. The geological structure belongs to the Yanshan subsidence
zone, and the lithology is dominated by gneiss. The whole mining area
is trending from the southwest to the northeast; the long-axis distance
from the southwest to the northeast is 3395 m, and the longest distance
from the southeast to the northwest longitudinal axis is 1318 m. The
height of the closed circle on the surface of the mine is +80 m above
sea level, and the deepest depth of the pit bottom is −210
m. Combined with the actual topography and direction of the wind in
the stope of the mining area, four measuring points are set near the
dust source of the working face (as shown in Figure ) without affecting the on-site operation
and ensuring the safety of the testers. The continuous changes in
air temperature, relative humidity, and wind speed at a certain measuring
point in the mining area were tested. The instrument used in the experiment
is the Taiwan Hengxin AZ9671 wind speed temperature and humidity recorder.
Figure 1
Measuring
point distribution (photograph: courtesy of “Google
Earth” Copyright 2020.).
Measuring
point distribution (photograph: courtesy of “Google
Earth” Copyright 2020.).
Numerical Simulation of an Open-Pit Temperature
Field
Geometric Model Establishment
According
to the mining plan of the open-pit mine, Auto CAD software was used
to establish sections of different heights that intersect the plan.
After importing the contour map of the stope by connecting the intersection
points into Ansys Spaceclaim, an air layer with a length of 4000 m,
a width of 2000 m, and a height of 400 m was established above the
stope. By simplifying the hillside surrounding the central stope,
the solid geometric model of the open-pit mine was then established,
as shown in Figure a,b.
Figure 2
(a,b) are the solid geometric models of the open-pit mine at different
viewing angles; (c) southwest boundary of the air layer; (d) southeast
boundary of the air layer; (e) northwest boundary of the air layer;
(f) northeast boundary surface of the air layer; and (g) top boundary
surface of the air layer.
(a,b) are the solid geometric models of the open-pit mine at different
viewing angles; (c) southwest boundary of the air layer; (d) southeast
boundary of the air layer; (e) northwest boundary of the air layer;
(f) northeast boundary surface of the air layer; and (g) top boundary
surface of the air layer.The wind direction from the mine was generally southwest, and the
wind direction was stable. Flows with low wind speeds were considered
incompressible and stable. Therefore, the southwest boundary surface
of the air layer was used as the entrance boundary of the mine model,
and the boundary surfaces of the other air layers were used as the
exit boundary. The southwest, northeast, northwest, southeast, and
top boundary surfaces are shown in Figure c–g, respectively.
Reliability Analysis of Numerical Simulation
Results
The reliability of the numerical simulation of the
internal temperature field of the open-pit mine was verified by comparing
the results of numerical simulation and field observation. Taking
the same measuring point as the comparison object and under the same
boundary conditions, the temperature data of numerical simulation
and field observation at different times were analyzed and compared.
The temperature change with time at the same measuring point is shown
in Figure , which
illustrates that the numerical-simulated temperatures are basically
consistent with those of the field test over the whole measured time
range. However, the two sets of data still had certain differences
due to that the temperature field was affected by various external
conditions during the field observation and that there was a certain
difference in the numerical simulation for the model establishment,
mesh division, and boundary condition setting compared with the actual
situation. In general, the comparative analysis of temperature changes
shows that it is feasible to use Ansys Fluent software to simulate
the temperature field distribution in the open-pit mine stope.
Figure 3
Comparison
of the numerical simulation results with the measured
values at each time.
Comparison
of the numerical simulation results with the measured
values at each time.
Analysis
Method of Numerical Simulation
Results
The central area of the open-pit mine was cut along
the long axis of five equidistant sections (with a spacing of 70 m)
and denoted as M, a =
1, 2, 3, 4, and 5 (Figure a). A total of 25 equidistant sections along the short-axis
direction (spacing 50 m) were taken, denoted as N, b = 1, 2, 3, 4, ..., and 25 (Figure b). The long-axis section and
the short-axis section intersect (as shown in Figure c), and the line of intersection is denoted
as LM. As shown in Figure d, the yellow line segments
(a total of 125) show the model analysis profile.
Figure 4
(a) Five equidistant
sections on the major axis; (b) 25 equidistant
sections on the minor axis; (c) converging into a line; (d) 125 analysis
profiles; (e) analysis profile side view; and (f) schematic diagrams
of nine analysis profile positions.
(a) Five equidistant
sections on the major axis; (b) 25 equidistant
sections on the minor axis; (c) converging into a line; (d) 125 analysis
profiles; (e) analysis profile side view; and (f) schematic diagrams
of nine analysis profile positions.The as-drawn analysis profile was divided into 25 areas, which
are marked as a–y areas and each area contains five contours.
At the same time, the vertical height is divided into seven distance
sections, namely, 400–100, 100–50, 50–0, 0 to
−50, −50 to −100, −100 to −150,
and −150 to −250 m, which is helpful to analyze the
distribution and changes of the temperature inversion layer on the
vertical height in each area, as shown in Figure e.
Temperature
Change with Time at the Vertical
Height
Ansys Fluent was used to simulate the mine temperature
field from 17:00 to 5:00 on the next day. Ansys CFD-Post was used
to extract the hourly temperature changes of 125 analysis profiles.
Due to the large number of profiles, only the temperature changes
on the analysis profiles in the central area of nine stopes are analyzed,
namely, the profiles LM, LM, LM, LM, LM, LM, LM, LM, and LM, whose locations
are shown in Figure f. Temperature variations for different time intervals as a function
of height for these profiles are illustrated in Figures , S1, and S2 (see the Supporting Information).
Figure 5
Temperature variation for different time
intervals as a function
of height for the profiles (a) LM, (b) LM, and (c) LM.
Temperature variation for different time
intervals as a function
of height for the profiles (a) LM, (b) LM, and (c) LM.In general, the spatial distribution of the temperature inversion
layer in the open-pit mine stope was relatively random, but there
were still rules to follow. The average temperature in the stope was
relatively high from 17:00 to 21:00, and the temperature inversion
layer was distributed in a wide range, with a greater probability
of occurrence. The temperature on the profile after 21:00 fluctuated
greatly with the decrease in the average temperature. Thus, the distribution
of the inversion layer was more random, and the probability of occurrence
of the inversion layer was small. The profiles close to the rock wall
and the height of 100 to −50 m, that is, near the closed circle
of the stope, were more likely to present temperature inversion layers.
Probability Distribution of the Inversion
Layer in the Open-Pit Mine
In order to analyze the probability
distribution of the inversion layer in the entire open-pit mine, the
probabilities of the inversion layer in each analysis area were calculated
according to the evaluation index T of the inversion
layer probability, which can be expressed aswhere K is the total number
of inversion layers in the area and N is the number
of temperature measurement points in the area.According to
Tables S1–S13 (in the Supporting Information), the locations with a higher probability of occurrence of the inversion
layer at 17:00 were mostly concentrated at 100–0 m and the
bottom of the pit, and the locations with a lower probability were
mostly concentrated at −50 to −150 m. Although the occurrence
probability of the temperature inversion layer became dispersive from
19:00 to 22:00, it was much greater in the range of 100–0 m
than that in other heights. From 23:00 to 5:00, the probability of
occurrence of temperature inversion began to gradually concentrate
in the range of 100–0 m, while the probability at the bottom
of the pit was gradually decreased or even disappeared. The inside
of the stope near the southwestern slope was more likely to display
temperature inversion, but it was least likely to occur near the northeast
slope. The location where temperature inversion was likely to occur
was at 100–0 m. This was basically consistent with the results
obtained by field observations that a greater probability of temperature
inversion was at +80 m.
Prediction
of the Spatial Distribution Probability
of the Inversion Layer in the Deep Open-Pit Mine
In order
to further analyze the spatial distribution of the inversion layer
of the open-pit mine, the probability of the inversion layer in the
area of the same open-pit height from 17:00 to 5:00 o’clock
(the next day) was added, and the change in the total probability
was analyzed. Since it divides seven different height regions, as
shown in Section , there will be seven probability curves with time, as shown
in Figure a. In addition,
the average temperature of these seven different altitude areas and
the average temperature difference of adjacent areas as a function
of time were counted, as shown in Figure b,c.
Figure 6
(a,b) Change in the inversion probability and
average temperature
over time in seven different height areas from 17:00 to 5:00 and (c)
change in the average temperature difference of adjacent areas over
time.
(a,b) Change in the inversion probability and
average temperature
over time in seven different height areas from 17:00 to 5:00 and (c)
change in the average temperature difference of adjacent areas over
time.As shown in Figure a, the total inversion probability in the
height range of 400–100
m is basically unchanged over time. There is a maximum probability
of 55% at 18:00 and a minimum probability of 38% at 22:00. In the
height range of 100–50 and 50–0 m, the total inversion
probability has a similar trend with time. The inversion probability
fluctuates three times with the passage of time and continues to increase
after reaching the lowest probability at 3:00. In the range from 0
to −50 m, the probability decreases after reaching 55% at 20:00,
reaching the lowest of 37% at 2:00, and the probability of the inversion
layer at 4:00 and 5:00 started to rise again, eventually reaching
70%. In the range from −50 to −100 m, the probability
of inversion temperature is generally low, below 50%. The total inversion
probability at 17:00 is the lowest, that is, 13%, and then, it increases
first and then decreases to the total inversion temperature at 1:00.
The probability reaches 20%, and the total temperature inversion probability
starts to rise after 2:00, reaching a maximum of 45% at 5:00. In the
height range of −100 to −150 and −150 to −250
m, the total temperature inversion probability has a similar trend
with time and generally decreases with the passage of time, and the
probability reaches the minimum at 5:00.As shown in Figure b, the change trend
of the average temperature over time in the seven
altitude ranges is basically the same. The average temperature is
highest at 17:00, and the average temperature gradually decreases
with time and reaches the minimum at 5:00. Figure c shows the change in the difference of the
average temperature between two adjacent height ranges over time.
By comparing Figure a, it can be seen that the two change trends are basically the same.
It is found that the total temperature inversion probability from
−100 to −150 m and below −150 m varies with time
and the trend of the average temperature is similar. The total temperature
inversion probability of other heights changes with time and the corresponding
change trends of the average temperature difference between adjacent
areas are similar. Therefore, a theoretical formula for the occurrence
probability of the inversion layer, the average temperature, and the
average temperature difference between adjacent areas was established
aswhere T is the probability
of the inversion layer in the area, t̅ is the
average temperature in the area, Δt̅ is
the average temperature difference between adjacent areas, and A, B, and C are three
coefficients.According to eq ,
the total inversion probability in seven different height areas from
17:00 to 5:00 was fitted with the average temperature and the average
temperature difference of adjacent areas. The calculation formulas
for total inversion probability at seven heights are obtained, and
the values of the coefficients A, B, and C are shown in Table .
Table 1
Formula
Coefficient Values under Different
Vertical Height Ranges
vertical
height range/m
A
B
C
400–100
0.01
0.41
0.38
100–50
0.02
0.32
0.49
50–0
0.01
0.87
0.55
0 to −50
–0.01
0.67
0.54
–50 to −100
–0.02
0.79
0.52
–100 to −150
0.06
–0.41
–0.16
–150 to −250
0.1
–0.53
–0.41
In order to verify
the accuracy of the fitting formula, the fitting
result is compared with the occurrence probability of temperature
inversion, as shown in Figure . Figure a–g
illustrates the comparison results within the height range of 400–100,
100–50, 50–0, 0 to −50, −50 to −100,
−100 to −150, and −150 to −250 m, respectively.
The results show that the fitting formula is basically accurate and
can well reflect the relationship between the average temperature
and the occurrence probability of the temperature inversion layer.
The occurrence probability of the temperature inversion layer within
the height range of 400–100 m is less than 55%, and the occurrence
probability is 35–45% when the average temperature is 2–8
°C. The occurrence probability of the temperature inversion layer
increases with the increase in the average temperature, which can
reach up to 50%. The probability of occurrence of temperature inversion
at 100–50 m is above 50%. When the average temperature is 5
°C, the probability of occurrence of the inversion layer is the
lowest, and then, it increases with the increase in average temperature,
up to more than 70%. When the height is 50–0 m, the probability
of occurrence of the inversion layer is about 60%. When the average
temperature is 5 °C, there is a minimum probability of 40%, and
then, it gradually increases to more than 70% with the increase in
the average temperature. The probability of occurrence of inversion
from 0 to −50 m is about 50%. When the average temperature
is 5 °C, the probability decreases to the lowest value of 30%
and then gradually increases with the increase in the average temperature.
When the average temperature is 9 °C, the probability is close
to 60%. With further increasing the temperature, the occurrence probability
of the temperature inversion layer gradually decreases to 40%. In
the range from −50 to −100 m, the probability of temperature
inversion is basically the same as that from 0 to −50 m. The
probability is the lowest at 5 °C, reaching 50% at 9 °C,
and then gradually decreases with increasing temperature. In the height
range from −100 to −150 and −150 to −250
m, the occurrence probability of the inversion layer basically increases
with the increase in the average temperature, and the occurrence probability
ranges from 20 to 60% and from 10 to 80%, respectively. In summary,
in seven different height ranges, the occurrence probability of the
inversion layer is basically consistent with the fitted value. The
occurrence probability of the temperature inversion layer is related
to the average temperature and the average temperature difference
between adjacent areas. The fitted formula has certain accuracy. Substituting
the values of the coefficients A, B, and C in eq for the different height ranges in Table , one can get formula
Figure 7
Comparison of the fitted values with the actual occurrence
probability
of the inversion layer in seven different height regions: (a) height
range of 400–100 m; (b) height range of 100–50 m; (c)
height range of 50–0 m; (d) height range from 0 to −50
m; (e) height range from −50 to −100 m; (f) height range
from −100 to −150 m; and (g) height range from −150
to −250 m.
Comparison of the fitted values with the actual occurrence
probability
of the inversion layer in seven different height regions: (a) height
range of 400–100 m; (b) height range of 100–50 m; (c)
height range of 50–0 m; (d) height range from 0 to −50
m; (e) height range from −50 to −100 m; (f) height range
from −100 to −150 m; and (g) height range from −150
to −250 m.If the average temperature
within a certain altitude range and
the average temperature difference within the adjacent altitude range
are known, the occurrence probability of the temperature inversion
layer within this range can be calculated according to eq . Based on this conclusion, the
spatial distribution of the inversion layer of the open-pit mine can
be accurately grasped.
Conclusions
Based
on the field observation, numerical simulation, and theoretical
analysis of the open-pit temperature field, the spatial distribution
law of the temperature inversion layer is analyzed. The specific conclusions
are as follows.The parameters and boundary conditions are set
reasonably during
the numerical simulation process, and they can continue to be applied
to the numerical simulation of the deep open-pit mine temperature
field and concentration field.The location inside the stope
close to the southwest edge is more
likely to present a temperature inversion, and the height range that
is prone to temperature inversion is 100–0 m. The results are
consistent with the results obtained by field observation that the
probability of temperature inversion at the closed circle (+80 m)
is much greater.Based on nonlinear regression analysis, the
calculation formulas
among the occurrence probability of the inversion layer and the average
temperature and the average temperature difference between adjacent
areas in seven different height ranges are obtained. The formulas
can calculate the occurrence probability of the inversion layer in
this range and accurately predict the spatial position of the inversion
layer.