1. Introduction
The study of the wind field flow characteristics in the atmospheric boundary layer has always been one of the most important topics in the field of atmospheric diffusion. Field tests, wind tunnel experiments, and numerical simulation are usually used to study the laws of the wind field flow characteristics. However, the field test has a long cycle and is not easy to reproduce, and the results of the numerical simulation is uncertainty with various assumptions [
1]. The wind tunnel experiment can artificially control various conditions of the experiment, repeat the test under the same atmospheric condition, and visually simulate the atmospheric flow field of the field test [
2]. Payne, A W studied the influence of pollutant diffusion in nuclear power plants under neutral conditions with a 1:3000 terrain model [
3].
The reliability of the wind tunnel experiment mainly lies in the accuracy of the wind field simulation. The wind field flow characteristics in the atmospheric boundary layer are mainly described by atmospheric stratification (or atmospheric stability), atmospheric boundary layer height, average wind speed profile, turbulence intensity profile, turbulence integral scale, and wind power spectrum [
4]. The ideal method to simulate the atmospheric boundary layer in a wind tunnel is to generate a turbulent boundary layer by the natural development of rough surface, but this method requires a long experimental section. Therefore, the most common method for wind tunnel experiments is to arrange vortex generators and rough elements of a certain length in the test section to form the target wind field [
5]. Cook [
6] used the grid and surface roughness element to simulate wind field, and believe that the formation of a turbulent boundary layer depends on the size and shape of the roughness element. Counihan [
7,
8] arranged several spire turbulence generators in the wind tunnel to simulate the atmospheric boundary layer. The research showed that the use of these types of turbulence generators would cause less external momentum loss and more internal momentum loss in the boundary layer, and the length required for turbulence development should be 4–5 times the height of the target atmospheric boundary layer. Irwin [
9] arranged a spire rough element combination device in the wind tunnel and successfully simulated the required atmospheric boundary layer flow field. Research showed that the shape and width of the spires will affect the turbulence intensity and turbulence integral scale of the upper and lower parts of the flow field, and the area of the spires determines the blockage ratio of the wind tunnel (the ratio of the maximum windward area of the obstacle to the cross-sectional area of the wind tunnel test section), which greatly affects the wind speed profile. In addition, he also provided an empirical formula for simulating the wind speed distribution in the atmospheric boundary layer by using the combination of spires and rough elements.
Phillips [
10] simulated the atmospheric boundary layer in the wind tunnel with non-uniform variable spacing plate grids. This method can form a weak shear flow with zero vertical pressure gradient, but it is rarely used to simulate the atmospheric boundary layer. Owen [
11] used parallel round bars with different intervals to form a bar grid, respectively forming a linear distribution velocity profile and an exponential distribution velocity profile. Balendra [
12] used a pitot tube and hot wire anemometer to measure the average velocity and flow field characteristics of the simulated atmospheric boundary layer in the new low speed wind tunnel at the National University of Singapore. The natural wind in an urban terrain is simulated by using a damping network, quarter elliptical spires, and a rough element. Fang [
13] studied and analyzed the relationship between the dynamic rough length and the size, shape, and arrangement of rough elements. Kozmar [
14] generated atmospheric boundary layer flow fields of urban, suburban and rural landforms by using rough elements, elliptical spires-shaped spires, and trough baffles. Jiaqi Liu [
15] studied the effects of plant morphology and coverage on sand accumulation, roughness, and wind-blown sand flux by using cylinder, cone, and inverted truncated cone arrays. Abiy F. Melaku [
16] conducted wind tunnel experiments with spires and baffles to verify the correctness of the large eddy simulation of the generation of inflow turbulence.
Based on the above analysis, few studies have studied the influence of the relative distance between the spires and the rough element in the wind tunnel when simulating the atmosphere boundary layer obtained by the field experiment. Therefore, the wind field of the wind tunnel under the neutral atmospheric boundary layer was created by changing the relative position of the spires and the rough element. It is expected that the influence of the change in the relative distance between the spires and the rough element on the wind field of the wind tunnel would be obtained. Next, a nuclear power plant model was established with scale of 1:1000 to operate the tracing experiment, whose accuracy could be obtained by comparing with the field experiments.
4. Results and Discussion
4.1. Simulation of Velocity Profile and Turbulence Intensity in Wind Tunnel
In this study, the spires and roughness element were used to create the wind speed profile and turbulence intensity in the wind tunnel. The effects of different arrangements using only wedges or only rough elements on the wind profiles and turbulence intensity were studied, and the effects of combined spires and rough elements were also studied. The results are as follows.
4.1.1. Influence of Horizontal Distance of the Spires on Velocity and Turbulent
It was assumed that these were arranged at a distance of 500 mm from the outlet of the grid. The center distances of the slashes were selected to be 300 mm, 375 mm, and 500 mm, respectively, and the velocity in the wind tunnel was 2.05 m s
−1.
Figure 6 shows the mean wind speed, turbulence intensity, and wind profile index obtained in the wind tunnel. It can be seen from
Figure 6 that when the height exceeded 620 mm, the downstream average wind speed was maintained at about 2.016 m s
−1, and the stable point of the vertical turbulence intensity profile was also about 620 mm. This shows that the height of the ABL generated by the spires was about 620 mm, and the relative error of the ABL calculated by the field experiments was 8.96%. The turbulence intensity simulated by the wind tunnel was inversely proportional to the horizontal distance of the spires, and the wind profile index increased with the increase in the horizontal distance of the spires. According to the field test wind profile index and the larger turbulence intensity obtained in the wind tunnel, the horizontal distance of the spires was selected as 300 mm.
4.1.2. Influence of Longitudinal Distance of the Spires on Velocity and Turbulent
We selected the longitudinal distance of the spires (from the grid exit) 250 mm, 500 mm, 750 mm, 1000 mm, 1500 mm to create the boundary layer in the wind tunnel, and the mean wind speed was 2.05 m s−1.
It can be seen from
Figure 7 that the change in the longitudinal distance of the spires had little effect on the mean wind speed profile and turbulence intensity. The farther the spires were arranged from the outlet of the wind tunnel grid, the smaller the value of the wind profile index. However, the wind profile index reached the maximum at 500 mm from the exit of the wind tunnel grid. The results show that changing the longitudinal distance of the spires had little effect on the flow field that formed at the weather tower of the wind tunnel model. After comprehensive consideration, the longitudinal distance of the selected spires is 500 mm (from the outlet of the wind tunnel grid). Therefore, in order to generate sufficient ABL in a short experimental period, the influence of the horizontal distance of the spires was stronger than the longitudinal distance of the spires.
4.1.3. Effect of Longitudinal Distance of the Rough Elements on Velocity and Turbulent
When the height and shape of the rough element are constant, the primary research problem is how to arrange the rough element to simulate the best wind speed profile that matches the field experiment. Therefore, the longitudinal center distance of the rough element was set to 250 mm, 500 mm, 750 mm, 1000 mm, and the horizontal center distance was 300 mm, and the mean inflow wind speed was 2.05 m s
−1. As shown in
Figure 8, reducing the longitudinal distance of the rough element in the wind tunnel will increase the density of the rough element layout. The intensity of turbulence near the ground will be greatly enhanced. However, when the longitudinal distance is less than 500 mm, even if the longitudinal distance is reduced, the wind profile will be affected. When the longitudinal distance is reduced below 500 mm, the turbulence intensity near the ground for wind tunnels with a vertical height below 350 mm increase by 18.68% on average. Therefore, the longitudinal center distance of the rough element was selected to be 500 mm.
4.1.4. Effect of Horizontal Distance of the Rough Elements on Velocity and Turbulent
The longitudinal distance of the rough element was 500 mm, and three sets of experiments were carried out according to the horizontal center distance of the rough element of 250 mm, 300 mm, and 375 mm (
Figure 9). When the horizontal distance of the rough element is reduced in the wind tunnel, the blockages near the ground of the wind tunnel will increase, so the velocity gradient near the ground of the wind tunnel will increase, and the turbulence intensity in the lower part of the wind tunnel will increase slightly. Therefore, the horizontal center distance of rough element was selected as 250 mm.
4.1.5. Combination of Spires and Rough Elements
Based on the experimental results discussed above, the final layout of the experimental device was as follows: the horizontal distance of the spires was 300 mm, the longitudinal distance was 500 m, the height of the cube rough element was 90 mm, the longitudinal center distance of the rough element was 500 mm, and the horizontal center distance was 250 mm. The fan frequency was 50 Hz and the mean wind speed was 2.05 m s
−1.
Figure 10 shows the specific layout of the experimental device in the wind tunnel.
Figure 11 is the final commissioning diagram of the wind tunnel experiment, where it can be seen from the figure that the wind speed profile index at the meteorological tower in the final wind tunnel experiment was α = 0.321. Compared with the wind profile index of 0.344 obtained in the field experiment, the error was 3.89%. Although the turbulence intensity near the ground in the wind tunnel experiment was slightly less in the field experiment, but basically met the experimental requirements, the final result was acceptable. We found that spires mainly generated the target wind speed profile and the turbulence intensity profile, while reducing the horizontal distance of the spires could significantly increase the atmospheric turbulence intensity, and the rough element mainly enhanced the turbulence intensity near the ground in the wind tunnel.
4.2. Tracer Experiment Results
The concentration value measured in the wind tunnel tracer experiment was dimensionless according to the concentration scaling law proposed by Pasquale to compare and verify the concentration value of the field tracer experiment. The dimensionless concentration formula proposed by Pasquale is [
26]:
where
C* is the measured concentration;
is the mean velocity at the exit of the release source;
Ta is the absolute temperature of the ambient air;
Ts is the absolute temperature of the tracer gas;
L is the characteristic length; and
Qs is the emission rate of the pollution source.
The tracer gas collected in the wind tunnel tracer experiment was detected by gas chromatography, then the concentration was nondimensionalized using Formula (6).
Figure 12 is a comparison of the non-dimensional concentration of each measurement point between the wind tunnel experiment and field experiment.
The results of the tracer experiment showed that the trend of the pollutant concentration in the wind tunnel experiment was basically the same as that in the field experiment, and the maximum concentration of non-dimensional pollutants all appeared at point C3. The pollutant concentration varied with the horizontal distance in accordance with the normal distribution, and the concentration value was inversely proportional to the axis distance. On one hand, as the axis distance increased, the rate of decrease of the pollutant concentration slowed down. On the other hand, the horizontal spreading range gradually increased as the distance from the downwind direction increased. Since the dominant wind direction was SSW, and the measurement points A1–A4 in the wind tunnel were relatively close to the release source, points A3 and A4 were just down the dominant wind, so SF6 may not be completely diffused before being collected by the atmospheric sampler. At the same time, the instability of the wind direction during the field experiment is also an influencing factor of peak deviation. Therefore, the values of these two points in the wind tunnel were lower than the measured values on site. In addition, C1–C4 points were far away from the release source, and the concentration difference was obvious. The diffusion data show that the wind direction at the atmospheric boundary is the main factor leading to the downwind diffusion of airborne pollutants.
5. Conclusions
In order to obtain the rule of pollutant dispersion of a nuclear power plant, the field tracing experiment was carried out in neutral stratification weather with the main wind direction of SSW, and the vertical distribution profiles of wind speed and turbulence intensity at the site were obtained. On this basis, the wind speed profile and turbulence intensity profile consistent with the site were created in the wind tunnel. Meanwhile, how to generate a wind field of neutral stratification in the wind tunnel was studied in detail, and some interesting results were obtained. Finally, a 1:1000 nuclear power area model was developed to conduct tracing experiments in the wind tunnel.
Some conclusions can be summarized as follows. (1) The spires and rough elements are important tools for generating ABL. The function of the spires is to form the target wind profile and ABL height, and the rough element is to enhance the turbulence intensity near the ground. (2) The velocity profile index decreased with the increase in the transverse distance of the tower tip, and decreased with the increase in the longitudinal distance of the tower tip (the maximum value was reached when d = 500 mm). The wind profile index finally generated in the wind tunnel experiment was 0.321, and the error was 3.89% compared with the meteorological tower wind profile of 0.334 obtained in the field experiment. (3) The concentration variation trend of the wind tunnel tracing experiment was also in good agreement with the field tracing experimental results.