Establishing a Cyclone Generator to Study the Rotation and Advance Characteristics of Tornadoes

Author(s):  
Yuanzhuo Zeng ◽  
Yanjie Fu ◽  
Chenglin Lyu

<p>The prediction of tornado trajectories has always been a crucial yet difficult problem in meteorology. In this research, an original and effective tornado simulator was designed and produced to study the travel trajectory characteristics of tornadoes through geoscience instrumentation and theoretical analysis.</p><p>First, tornado simulators designed by senior scientists were researched, and they all have one defect in common, which is failing to move freely. As a result, those tornado simulators cannot be used for studying the travel law of the tornado. Based on pioneers’ experience and real tornadoes’ features, an innovative tornado simulator that can move freely has been completed in this research. A stable wind field which bascially has the necessary characteristics of a tornado can be produced by it upon observing the wind field of the simulator.</p><p>Second, in order to research the tornadoes’ behavior in a stable external wind field, the simulator was placed floating on the water in a wind tunnel during the experiments. The experimental parameters such as the velocity of the simulator’s flow, and the velocity of the flow in the wind tunnel were carefully arranged, in order to systematically simulate different wind field conditions and observe the trajectory of the tornado simulator. Meanwhile, a tornado trajectory prediction model was made according to fluid dynamics including the Bernoulli Principle and the Precession Principle. The dynamics analyses of both real tornadoes and the simulator were carried out through formula derivation and numerical methods.</p><p>Third, by analyzing data of the trajectory of the simulator in detail through MATLAB, it was found that the offset degree was positively correlated to the rotation velocity of the tornado simulator, and negatively correlated to the wind velocity of the incoming flow, therefore verifying and enriching our model.</p><p>Fourth, the general flow function of the flow field of the simulator and tornadoes were respectively created by superposition of a flow around the symmetric cylinder function and a vortex flow function, perfecting the theoretical model. The “asymmetric flow around a cylinder” model for formula derivation in this research has been established, obtaining the numerical relationship of the velocity of the incoming flow and the simulator’s flow regarding the offset degree. The field data of the simulator and tornadoes demonstrated the validity of the theoretical assumption.</p><p>In conclusion, the Bernoulli Effect, precession effect and asymmetric flow of the tornado simulator were studied through experiments and theoretical modelling, which provided new insight and methods into the study of the trajectory of tornadoes. The experimental results conform to the theoretical assumption. This research is trail-blazing and inspiring as using mechanical devices in a wind tunnel to study the trajectory of tornadoes is unprecedented. It provides experience of how to combine engineering and geoscience in researches. The findings can help to predict the path of the tornado by monitoring the wind field of the area where the tornadoes occur, providing guidance for rescue operations.</p>

2021 ◽  
pp. 136943322110339
Author(s):  
Jian Guo ◽  
Changliang Xiao ◽  
Jiantao Li

A hill with a lattice transmission tower presents complex wind field characteristics. The commonly used computational fluid dynamics (CFD) simulations are difficult to analyze the wind resistance and dynamic responses of the transmission tower due to structural complexity. In this study, wind tunnel tests and numerical simulations are conducted to analyze the wind field of the hill and the dynamic responses of the transmission tower built on it. The hill models with different slopes are investigated by wind tunnel tests to measure the wind field characteristics, such as mean speed and turbulence intensity. The study shows that the existence of a transmission tower reduces the wind speed on the leeward slope significantly but has little effect on the windward slope. To study the dynamic behavior of the transmission tower, a hybrid analysis procedure is used by introducing the measured experimental wind information to the finite element tower model established using ANSYS. The effects of hill slope on the maximum displacement response of the tower are studied. The results show that the maximum value of the response is the largest when the hill slope is 25° compared to those when hill slope is 15° and 35°. The results extend the knowledge concerning wind tunnel tests on hills of different terrain and provide a comprehensive understanding of the interactive effects between the hill and existing transmission tower regarding to the wind field characteristics and structural dynamic responses.


2011 ◽  
Vol 3 (3) ◽  
pp. 315-325 ◽  
Author(s):  
Andres Gartmann ◽  
Wolfgang Fister ◽  
Wolfgang Schwanghart ◽  
Mathias D. Müller

2019 ◽  
Vol 22 (7) ◽  
pp. 1783-1795 ◽  
Author(s):  
Hongmiao Jing ◽  
Haili Liao ◽  
Cunming Ma ◽  
Kejian Chen

The influence of elevated water levels on wind field characteristics at bridge sites owing to hydroelectric power stations plays an important role in bridge engineering, particularly in mountainous valley regions. To investigate this issue, a comparative experimental study, which uses a topographic model with two water level states for determining the influence on wind field characteristics at the proposed bridge site located in a mountainous valley area, was conducted in the XNJD-3 wind tunnel at Southwest Jiaotong University, Chengdu, PR China. The altitude difference between the two water level states was approximately 200 m, whereas uniform and D-type boundary layer air inflow conditions were adopted during the wind tunnel test, respectively. The wind speed at the bridge girder and profile of the 1/4, mid, and 3/4 spans were recorded during the experiment. The test results indicated that after the water level was raised, the mean wind speed (or speed-up factor) along the bridge girder decreased by approximately 10%, and the values of the wind profile also decreased. However, the wind profile curve shapes remained approximately unchanged, and the wind attack angle was significantly transformed by approximately 5° in certain locations of the bridge girder. Moreover, the variation in the water level had a negligible influence on the turbulence intensities, turbulence integral length scales, probability distribution of fluctuating wind components, and turbulent wind spectra along the bridge girder. Therefore, as the water level in the canyon rises, the wind field characteristics at the bridge site tend to be conducive to bridge safety. Therefore, long-span bridges located in mountainous valley areas should be designed appropriately according to the expected minimum water level of the river.


Fluids ◽  
2019 ◽  
Vol 4 (3) ◽  
pp. 153 ◽  
Author(s):  
Omar M. A. M. Ibrahim ◽  
Shigeo Yoshida ◽  
Masahiro Hamasaki ◽  
Ao Takada

Complex terrain can influence wind turbine wakes and wind speed profiles in a wind farm. Consequently, predicting the performance of wind turbines and energy production over complex terrain is more difficult than it is over flat terrain. In this preliminary study, an engineering wake model, that considers acceleration on a two-dimensional hill, was developed based on the momentum theory. The model consists of the wake width and wake wind speed. The equation to calculate the rotor thrust, which is calculated by the wake wind speed profiles, was also formulated. Then, a wind-tunnel test was performed in simple flow conditions in order to investigate wake development over a two-dimensional hill. After this the wake model was compared with the wind-tunnel test, and the results obtained by using the new wake model were close to the wind-tunnel test results. Using the new wake model, it was possible to estimate the wake shrinkage in an accelerating two-dimensional wind field.


2013 ◽  
Vol 774-776 ◽  
pp. 275-278
Author(s):  
Chun Guang Li ◽  
Yang Liu ◽  
John.C.K. Cheung

The function of honeycomb with different length and width in improving flow quality were studied in the course of building a new small section open loop wind tunnel. Instantaneous velocities of turbulent flow in the tunnel were measured by cobra probe. The focus of this study was put on the effect of the honeycomb in attenuating the total turbulence intensity including the free-turbulence carried by the incoming flow and the turbulence generated by the square cells themselves. The change tendency of the mean wind velocity and the total turbulence characteristics in the decay area have been studied by varying the length to cell size ratio L/D, and ratio of distance between the square cells and the measuring position to cell size X/D.


2016 ◽  
Vol 20 (10) ◽  
pp. 1599-1611 ◽  
Author(s):  
Peng Hu ◽  
Yongle Li ◽  
Yan Han ◽  
CS Cai ◽  
Guoji Xu

Characteristics of wind fields over the gorge or valley terrains are becoming more and more important to the structural wind engineering. However, the studies on this topic are very limited. To obtain the fundamental characteristics information about the wind fields over a typical gorge terrain, a V-shaped simplified gorge, which was abstracted from some real deep-cutting gorges where long-span bridges usually straddle, was introduced in the present wind tunnel studies. Then, the wind characteristics including the mean wind speed, turbulence intensity, integral length scale, and the wind power spectrum over the simplified gorge were studied in a simulated atmospheric boundary layer. Furthermore, the effects of the oncoming wind field type and oncoming wind direction on these wind characteristics were also investigated. The results show that compared with the oncoming wind, the wind speeds at the gorge center become larger, but the turbulence intensities and the longitudinal integral length scales become smaller. Generally, the wind fields over the gorge terrain can be approximately divided into two layers, that is, the gorge inner layer and the gorge outer layer. The different oncoming wind field types have remarkable effects on the mean wind speed ratios near the ground. When the angle between the oncoming wind and the axis of the gorge is in a certain small range, such as smaller than 10°, the wind fields are very close to those associated with the wind direction of 0°. However, when the angle is in a larger range, such as larger than 20°, the wind fields in the gorge will significantly change. The research conclusions can provide some references for civil engineering practices regarding the characteristics of wind fields over the real gorge terrains.


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