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Full-scale tests of wind effects on a long span roof structure 被引量:6
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作者 Fu Jiyang Zheng Qingxing +1 位作者 Wu Jiurong Xu An 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2015年第2期361-372,共12页
Full-scale measurements are regarded as the most reliable method to evaluate wind effects on large buildings and structures. Some selected results are presented in this paper from the full-scale measurement of wind ef... Full-scale measurements are regarded as the most reliable method to evaluate wind effects on large buildings and structures. Some selected results are presented in this paper from the full-scale measurement of wind effects on a long-span steel roof structure during the passage of Typhoon Fanapi. Some fi eld data, including wind speed and direction, acceleration responses, etc., were continuously and simultaneously recorded during the passage of the typhoon. Comprehensive analysis of the measured data is conducted to evaluate the typhoon-generated wind characteristics and its effects on a long-span steel roof. The fi rst four natural frequencies and their vibration mode shapes of the Guangzhou International Sports Arena(GISA) roof are evaluated by the stochastic subspace identifi cation(SSI) method and comparisons with those from fi nite element(FE) analysis are made. Meanwhile, damping ratios of the roof are also identifi ed by the SSI method and compared with those identifi ed by the random decrement method; the amplitude-dependent damping behaviors are also discussed. The fullscale measurement results are further compared with the corresponding wind tunnel test results to evaluate its reliability. The results obtained from this study are valuable for academic and professional engineers involved in the design of large-span roof structures. 展开更多
关键词 long-span steel roof wind effect field measurement
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Numerical analysis of wind effects on aerodynamic characteristics of a ducted fan
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作者 Yiwei LUO Tianfu AI +3 位作者 Yuhang HE Bin XU Yuping QIAN Yangjun ZHANG 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2024年第5期263-280,共18页
Ducted fans have been extensively used in Unmanned Aerial Vehicles(UAVs)for a variety of missions because of high efficiency,high safety and low noise.Wind,as a kind of typical meteorological condition,brings signific... Ducted fans have been extensively used in Unmanned Aerial Vehicles(UAVs)for a variety of missions because of high efficiency,high safety and low noise.Wind,as a kind of typical meteorological condition,brings significant aerodynamic interference to the ducted fan,which seriously threatens flight stability and safety.In this work,the numerical simulation with the Unsteady Reynolds Averaged Navier-Stokes(URANS)method and the sliding mesh technique is performed to evaluate the steady wind effect.The results show that the wind will lead to serious unsteady effects in the flow field,and the thrust fluctuates at the blade passing frequency of 200 Hz.As the wind speed increases,the rotor thrust increases,the duct thrust decreases,and the total thrust changes little.Flow instability may occur when the wind speed exceeds 8 m/s.As the angle of low-speed wind increases,the rotor thrust changes little,the duct thrust increases,and the total thrust increases.In addition,we figure out that cases with the same crosswind ratio are similar in results,and increasing the rotating speed or fan radius is beneficial to performance improvement in wind.The findings are essential to the ducted fan design and UAV flight control design for stable and safe operations in wind conditions. 展开更多
关键词 Unmanned Aerial Vehicle(UAV) Ducted fan wind effect Thrust fluctuations Computational Fluid Dynamics(CFD)
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Numerical Analysis of Natural Smoke Ventilation Design System under External Wind Effect in Factory Compartment
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作者 Chen-Wei Chiu Yi-Hong Chang Yi-Liang Shu 《Journal of Civil Engineering and Architecture》 2015年第12期1474-1482,共9页
This study applied the numerical simulator tool FDS (fire dynamics simulator), Version 5.53, and focused on the simulation of the natural smoke flow ventilation design system, an innovative ventilation design using ... This study applied the numerical simulator tool FDS (fire dynamics simulator), Version 5.53, and focused on the simulation of the natural smoke flow ventilation design system, an innovative ventilation design using the parallel processing technology MPI (message passing interface). The design was then compared with the exhaust efficiency of a typical natural smoke vent. The natural smoke flow ventilation design system was located at the top of the factory, where smoke streams effectively converged. Therefore, the source of fire was designed to be 2 MW, which has a better exhaust efficiency than typical natural smoke vent with same area. The simulation discovered that the exhaust efficiency of the natural smoke ventilation design systems is higher than that of typical natural smoke vent with 2 times the opening area and that was not affected by external wind speed, Instead, external wind speed can help to enhance the exhaust efficiency. Smoke exhaust of typical natural smoke vents was affected by external wind speed, even leading them to become air inlets which would disturb the flow of air indoors, leading to smoke accumulation within the factory. 展开更多
关键词 FDS MPI natural smoke flow ventilation design system wind effect.
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Review:effects of wind on trees 被引量:9
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作者 朱教君 刘足根 +2 位作者 MATSUZAKI Takeshi Gonda Yutaka Gonda Yutaka 《Journal of Forestry Research》 SCIE CAS CSCD 2004年第2期153-160,i003,i004,共10页
Wind not only causes extensive damages to trees in many parts of the world, it also has more subtle effects on the growth and morphology of trees and forest ecology as well. Wind damage to trees has historically been ... Wind not only causes extensive damages to trees in many parts of the world, it also has more subtle effects on the growth and morphology of trees and forest ecology as well. Wind damage to trees has historically been the field of silviculture, but increasing recognition of the importance and complexity of the subject has recently got people involved from many other disciplines. Due to the global climate changes, it is believed that the risk of further and stronger storms is increasing. In order to better understand the effects of wind on individual trees, forest stand and forest ecosystem, and further to practice the management of forests, it is necessary to summarize the research results related to this subject. This review was mostly based on the references from recent researches in the field, especially from the symposium volumes of some international conferences on this subject. The results indicated that there have been significant progresses in the following aspects: 1) the aerodynamic interaction between wind and trees, 2) the mechanics of trees under wind loading and adaptive growth, 3) the tree's physiological responses to wind, and 4) the risk assessment of wind damage to forest. However, there are some aspects which may need further studies: 1) wind damage to natural forests, 2) wind-driven gap formation and forest dynamics, 3) the effects of changes resulted from wind disturbances on ecological processes of forest ecosystem, and 4) management for the wind-damaged forests. Key words Wind - Wind effect - Trees/forest - Forest ecology - Disturbance CLC number S718 Document code B Foundation item: This research was supported by “the 100-Young-Researcher Project” of Chinese Academy of Sciences (BR0301) and National Natural Science Foundation (30371149).Biography: ZHU Jiao-jun (1965-), male, Ph. Doctor, Professor of Institute of Applied Ecology, Chinese Academy of Sciences, Professor of Graduate School of Chinese Academy of Sciences. China. Scholar researcher of Faculty of Agriculture, Niigata University, JapanResponsible editor: Song Funan 展开更多
关键词 wind wind effect Trees/forest Forest ecology DISTURBANCE
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Wind-induced response analysis of a wind turbine tower including the blade-tower coupling effect 被引量:7
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作者 Xiao-bo CHEN Jing LI Jian-yun CHEN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2009年第11期1573-1580,共8页
To analyze wind-induced response characteristics of a wind turbine tower more accurately, the blade-tower coupling effect was investigated. The mean wind velocity of the rotating blades and tower was simulated accordi... To analyze wind-induced response characteristics of a wind turbine tower more accurately, the blade-tower coupling effect was investigated. The mean wind velocity of the rotating blades and tower was simulated according to wind shear effects, and the fluctuating wind velocity time series of the wind turbine were simulated by a harmony superposition method. A dynamic finite element method (FEM) was used to calculate the wind-induced response of the blades and tower. Wind-induced responses of the tower were calculated in two cases (one included the blade-tower coupling effect, and the other only added the mass of blades and the hub at the top of the tower), and then the maximal displacements at the top of the tower of the tow cases were compared with each other. As a result of the influence of the blade-tower coupling effect and the total base shear of the blades, the maximal displacement of the first case increased nearly by 300% compared to the second case. To obtain more precise analysis, the blade-tower coupling effect and the total base shear of the blades should be considered simultaneously in the design of wind turbine towers. 展开更多
关键词 Fluctuating wind velocity Mean wind velocity TOWER BLADE COUPLING wind shear effect VIBRATION
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Interference effects of two and three super-tall buildings under wind action 被引量:10
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作者 Ming Gu Zhuang-Ning Xie 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2011年第5期687-696,共10页
Most previous investigations on interference effects of tall buildings under wind actions focused on the wind induced interference effects between two buildings,and the interference effects of three or more buildings ... Most previous investigations on interference effects of tall buildings under wind actions focused on the wind induced interference effects between two buildings,and the interference effects of three or more buildings have seldom been studied so far due to the huge workload involved in experiments and data processing.In this paper,mean and dynamic force/response interference effects and peak wind pressure interference effects of two and three tall buildings,especially the three-building configuration,are investigated through a series of wind tunnel tests on typical tall building models using high frequency force balance technique and wind pressure measurements.Furthermore,the present paper focuses on the effects of parameters,including breadth ratio and height ratio of the buildings and terrain category,on the interference factors and derives relevant regression results for the interference factors. 展开更多
关键词 Super-tall building · wind force and response · Interference effect · wind tunnel test
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Wave effects on the retrieved wind field from the advanced scatterometer(ASCAT) 被引量:1
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作者 REN Lin YANG Jingsong +2 位作者 ZHENG Gang WANG Juan CHEN Peng 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2015年第1期79-84,共6页
To improve retrieval accuracy, this paper studies wave effects on retrieved wind field from a scatterometer. First, the advanced scatterometer (ASCAT) data and buoy data of the National Data Buoy Center (NDBC) are... To improve retrieval accuracy, this paper studies wave effects on retrieved wind field from a scatterometer. First, the advanced scatterometer (ASCAT) data and buoy data of the National Data Buoy Center (NDBC) are collocated. Buoy wind speed is converted into neutral wind at 10 m height. Then, ASCAT data are com- pared with the buoy data for the wind speed and direction. Subsequently, the errors between the ASCAT and the buoy wind as a function of each wave parameter are used to analyze the wave effects. Wave param- eters include dominant wave period (dpd), significant wave height (swh), average wave period (apd) and the angle between the dominant wave direction (dwd) and the wind direction. Collocated data are divided into sub-datasets according to the different intervals of each wave parameter. A root mean square error (RMSE) for the wind speed and a mean absolute error (MAE) for the wind direction are calculated from the sub-datasets, which are considered as the function of wave parameters. Finally, optimal wave conditions on wind retrieved from the ASCAT are determined based on the error analyses. The results show the ocean wave parameters have correlative relationships with the RMSE of the retrieved wind speed and the MAE of the retrieved wind direction. The optimal wave conditions are presented in terms of dpd, swh, apd and angle. 展开更多
关键词 advanced scatterometer ASCAT wind field wave effects wave parameters
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Numerical Prediction of Strong Wind Induced by Topographic Effect 被引量:1
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作者 Takanori Uchida 《Open Journal of Fluid Dynamics》 2019年第3期224-240,共17页
This paper describes the numerical study of nonstratified airflow over a real complex terrain. Attention is focused on the mechanism of a local strong wind induced by a topographic effect. In order to clarify the mech... This paper describes the numerical study of nonstratified airflow over a real complex terrain. Attention is focused on the mechanism of a local strong wind induced by a topographic effect. In order to clarify the mechanism of the occurrence of strong winds accompanied by the effects of terrain, the use of a numerical simulation is very effective, in which conditions can be set without the influence of ground roughness and temperature distribution. As a result, airflow converged to a small basin of mountain terrain in the upper stream, and local strong wind was generated leeward along the slope of the mountain terrain. Furthermore, the influence of the reproduction accuracy of geographical features, that is, horizontal grid resolution, was examined. Consequently, to reproduce the above-mentioned local strong wind, it was shown that horizontal grid resolution from 50 m to about 100 m was necessary. 展开更多
关键词 CFD LES Complex TERRAIN Local STRONG wind Topographic effect GRID RESOLUTION
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PROBABILITY MODEL AND SOLUTION ON EARTHQUAKE EFFECTS COMBINATION IN ALONG WIND RESISTANT DESIGN OF TALL-FLEXIBLE BUILDINGS 被引量:1
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作者 洪小健 顾明 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第5期627-636,共10页
A model on the earthquake effects combination in wind resistant design of high-rise flexible structures is proposed in accordance with the probability method. Based on the Turkstra criteria, the stochastic characters ... A model on the earthquake effects combination in wind resistant design of high-rise flexible structures is proposed in accordance with the probability method. Based on the Turkstra criteria, the stochastic characters of wind velocity, earthquake ground acceleration and excitations occurrence probability are taken into account and then the combination of the earthquake effects in structure wind resistant design is analyzed with the convolution approach. The results indicate that as for the tall flexible buildings whose lateral force is governed by wind loading, the maximum lateral loads verification with respect to the wind resistant design combined with earthquake effects may be more unfavorable compared with that in terms of the earthquake resistant design involving wind effects. 展开更多
关键词 high-rise structure wind loading earthquake effects COMBINATION Turkstra criteria
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Elimination of Wind Wave Effects on Sub-Bottom Profiler Record
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作者 刘秀娟 高抒 杨旸 《China Ocean Engineering》 SCIE EI 2007年第2期355-362,共8页
With the presence of wind waves, the swaying of survey vessel may effect the quality of sub-bottom profiler records and, therefore, it is necessary to correct the distortions induced by wave action. A major issue is t... With the presence of wind waves, the swaying of survey vessel may effect the quality of sub-bottom profiler records and, therefore, it is necessary to correct the distortions induced by wave action. A major issue is to distinguish wind wave effect and real bedforms such as sand waves. In this paper, a bandstop filter is designed according to the frequency features of wind wave effect to treat the distortion of seabed topography by wind waves. The technique is used to correct the sub-bottom profile in order to eliminate the wave-induced distortions for the sub-bottom profile records from the Yangtze Estuary. This study shows that the undulate seabed record is resulted from wave action, rather than the presence of sand waves, and the filtration technique helps to eliminate the wave effect and recover the real morphology of seabed and the sediment sequence underneath. In addition, a method for data processing is proposed for the case that the record indeed represents a combination of wave effects and real bedforms. 展开更多
关键词 sub-bottom profiler wind wave effect filtering method Yangtze Estuary
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Study on Rigid-Flexible Coupling Effects of Floating Offshore Wind Turbines 被引量:1
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作者 CHEN Jia-hao HU Zhi-qiang +1 位作者 LIU Ge-liang WAN De-cheng 《China Ocean Engineering》 SCIE EI CSCD 2019年第1期1-13,共13页
In order to account for rigid-flexible coupling effects of floating offshore wind turbines, a nonlinear rigid-flexible coupled dynamic model is proposed in this paper. The proposed nonlinear coupled model takes the hi... In order to account for rigid-flexible coupling effects of floating offshore wind turbines, a nonlinear rigid-flexible coupled dynamic model is proposed in this paper. The proposed nonlinear coupled model takes the higher-order axial displacements into account, which are usually neglected in the conventional linear dynamic model. Subsequently,investigations on the dynamic differences between the proposed nonlinear dynamic model and the linear one are conducted. The results demonstrate that the stiffness of the turbine blades in the proposed nonlinear dynamic model increases with larger overall motions but that in the linear dynamic model declines with larger overall motions.Deformation of the blades in the nonlinear dynamic model is more reasonable than that in the linear model as well.Additionally, more distinct coupling effects are observed in the proposed nonlinear model than those in the linear model. Finally, it shows that the aerodynamic loads, the structural loads and global dynamic responses of floating offshore wind turbines using the nonlinear dynamic model are slightly smaller than those using the linear dynamic model. In summary, compared with the conventional linear dynamic model, the proposed nonlinear coupling dynamic model is a higher-order dynamic model in consideration of the rigid-flexible coupling effects of floating offshore wind turbines, and accord more perfectly with the engineering facts. 展开更多
关键词 FLOATING OFFSHORE wind TURBINE DYNAMIC STIFFENING effect nonlinear coupled DYNAMIC model DARwind
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Evaluating and correcting rain effects on dual-frequency altimeter Jason-1 wind measurements
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作者 周旋 杨晓峰 +3 位作者 郝玉龙 赵仕伟 于暘 李紫薇 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2013年第4期917-924,共8页
Rain is one of the main sources of error in dual-frequency altimeter Jason-1 wind measurement. In this study, a new radar altimeter backscatter model is proposed and validated to eliminate rain effects. The model take... Rain is one of the main sources of error in dual-frequency altimeter Jason-1 wind measurement. In this study, a new radar altimeter backscatter model is proposed and validated to eliminate rain effects. The model takes into account attenuation, volume backscattering, and sea surface perturbation by raindrops under rain conditions. A match-up dataset is built to evaluate rain effects, in combination with the Jason-1 normalized radar cross section, precipitation radar data from the Tropical Rainfall Measuring Mission, and sea surface wind reanalysis data from the European Centre for Medium-Range Weather Forecasts. The results show that rain-induced surface perturbation backscatter increases with rain rate at Ku-band, but their correlation at C-band is poor. In addition, rain surface perturbation and attenuation have major effects on radar altimeter wind measurements. Finally, a rain correction model for Jason-1 winds is developed and validation results prove its ability to reduce rain-induced inaccuracies in wind retrievals. 展开更多
关键词 ALTIMETER wind rain effects backscatter model rain correction
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Characteristic Aerodynamic Loads and Load Effects on the Dynamics of a Floating Vertical Axis Wind Turbine 被引量:2
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作者 Zhengshun Cheng Puyang Zhang 《Transactions of Tianjin University》 EI CAS 2017年第6期555-561,共7页
The development of offshore wind farms in deep water favors floating wind turbine designs, but floating horizontal axis wind turbines are facing the challenge of high cost of energy (CoE). The development of innovativ... The development of offshore wind farms in deep water favors floating wind turbine designs, but floating horizontal axis wind turbines are facing the challenge of high cost of energy (CoE). The development of innovative designs to reduce the CoE is thus desirable, such as floating vertical axis wind turbines (VAWTs). This study demonstrates the characteristics of aerodynamic loads and load effects of a two-bladed floating VAWT supported by a semi-submersible platform. Fully coupled simulations are performed using the time-domain aero-hydro-servo-elastic code SIMO-RIFLEX-AC. It is found that thrust, lateral force, and aerodynamic torque vary considerably and periodically with the rotor azimuth angle. However, the variation in the generator torque can be alleviated to some extent by the control strategy applied. Moreover, the variations of platform motions and tensions in the mooring lines are strongly influenced by turbulent winds, whereas those of tower-base bending moments are not. The tower-base bending moments exhibit notable two-per-revolution (2P) response characteristics. © 2017 Tianjin University and Springer-Verlag GmbH Germany 展开更多
关键词 Aerodynamic loads AERODYNAMICS Bending moments Loads (forces) Mooring cables Offshore wind farms wind power
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Dynamic Response of Tensile Membrane Structure under Coupling Effect of Wind and Rain
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作者 Weiju Song Heyuan Yang Jie Chen 《Journal of Applied Mathematics and Physics》 2024年第11期3816-3826,共11页
Because of the small stiffness and high flexibility, the tension membrane structure is easy to relax and damage or even destroy under the action of external load, which leads to the occurrence of engineering accidents... Because of the small stiffness and high flexibility, the tension membrane structure is easy to relax and damage or even destroy under the action of external load, which leads to the occurrence of engineering accidents. In this paper, the damped nonlinear vibration of tensioned membrane structure under the coupling action of wind and rain is approximately solved, considering the geometric nonlinearity of membrane surface deformation and the influence of air damping. Applying von Karman’s large deflection theory and D’Alembert’s principle, the governing equations are established for an analytical solution, and the experimental results are compared with the analytical results. The feasibility of this method is verified, which provides some theoretical reference for practical membrane structure engineering design and maintenance. 展开更多
关键词 Tension Membrane Structure wind and Rain Coupling effect Dynamic Response Nonlinear Vibration
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Numerical modelling of the depth variation and the fluctuation of the thermocline under the effects of wind in the Bohai Sea
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作者 Zhang Yanting and Wang Yijiao First Institute of Oceanography, State Oceanic Administration, Qingdao 26603, China 《Acta Oceanologica Sinica》 SCIE CAS CSCD 1992年第3期331-341,共11页
-In this paper, numerical modelling of the fluctuation of the thermocline in the Bohai Sea has been made using a two-dimensional nonlinear model in stratified ocean and the model for the depth of the thermocline under... -In this paper, numerical modelling of the fluctuation of the thermocline in the Bohai Sea has been made using a two-dimensional nonlinear model in stratified ocean and the model for the depth of the thermocline under the effects of wind stirring. The computed results depict the variations of the fluctuation of the thermocline driven by different kinds of wind fields. The fluctuation of the thermocline in the Bohai Sea varies somewhat with different directions, paths and locations of typhoon (cyclone). Under the effects of strong wind, the thermoclines both sink due to mixing and fluctuate. Furthermore, the fluctuation of the thermocline speeds up mixing. At last, the thermoclines disappear after 12-15 h when the strong wind increases from Force 6 to Force 9. 展开更多
关键词 Numerical modelling of the depth variation and the fluctuation of the thermocline under the effects of wind in the Bohai Sea
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Exergy Analysis of Single Array Wind Farm Using Wake Effects 被引量:1
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作者 A. Jeya Saravanan C. P. Karthikeyan Anand A. Samuel 《Engineering(科研)》 2011年第9期949-958,共10页
The influence of wake parameters on the exergy analysis of single array wind farm is studied in this paper. Key parameters which influence wake effects in a wind farm are wind velocity, tip speed ratio, number of blad... The influence of wake parameters on the exergy analysis of single array wind farm is studied in this paper. Key parameters which influence wake effects in a wind farm are wind velocity, tip speed ratio, number of blades, rotor speed, rotor diameter and hub height. Three different models namely power, wake and exergy model were used in estimating the exergy efficiency of the single array wind farm. Even though it is ideal for wind farms to fix the wind turbines in rows and columns the conditions of the site may not always be condu- cive for it. Hence analysis has been done keeping the wind turbines at random in a row and the effect of positioning on the performance is analyzed. Energy and exergy efficiency calculations were made for different cases by varying the positions of wind turbines in the single array wind farm. Standard relations were used in estimating the energy deficit in the wind farm due to wake effects. The wake effects were found to have an aggregated influence on the energy production of the wind farm, which results from the changes in the key parameters mentioned above. Potential areas for reducing energy losses by proper location and selection of turbines based on rating are highlighted. The influence of individual parameters contributing to the wake ef-fect were analyzed and discussed in detail. 展开更多
关键词 WAKE effect ENERGY EFFICIENCY EXERGY EFFICIENCY wind Farms and wind Turbines
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Influence of Capacitive Effects on Transformer Windings
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作者 Mathurin Gogom Rodolphe Gomba Desire Lilonga-Boyenga 《Energy and Power Engineering》 2021年第2期67-80,共14页
For years, capacitive effects have been the subject of research [1] and [2]. The capacitive effects are discrete capacitors that appear between active conductors of power lines and between them with the ground plane, ... For years, capacitive effects have been the subject of research [1] and [2]. The capacitive effects are discrete capacitors that appear between active conductors of power lines and between them with the ground plane, generating capacitive reactive power to the network [1] and [2]. Indeed, it must be noted that these effects affect the windings of the transformer when the coupling is in star or triangle. This study is conducted to show that capacitive effects affect transformer windings differently when coupling is in stars or triangles. The results obtained are interesting and can be exploited in electrical transmission networks to ensure a long lifespan of transformers. 展开更多
关键词 Capacitive effects Discrete Capacitors Geometry of Conductors Transformers windings
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微生物固土改良效果影响因素及作用机理试验研究
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作者 张敏霞 刘鹏飞 +2 位作者 徐平 席哲 张程烨 《材料导报》 北大核心 2026年第1期56-63,共8页
微生物诱导碳酸钙沉淀(Microbially induced calcium carbonate precipitation,MICP)可有效改良工程渣土,提高其物理力学特性,并显著增强其抗风蚀扬尘能力。通过微生物固化改良工程渣土单因素正交试验系统分析微生物固土改良效果的关键... 微生物诱导碳酸钙沉淀(Microbially induced calcium carbonate precipitation,MICP)可有效改良工程渣土,提高其物理力学特性,并显著增强其抗风蚀扬尘能力。通过微生物固化改良工程渣土单因素正交试验系统分析微生物固土改良效果的关键影响因素,辅用多种微观测试实测微生物固化工程渣土的微观形貌、晶体结构和物相组成,揭示研究微生物固化工程渣土微观结构和抗风蚀扬尘宏微观机制。结果表明:菌液浓度和用量、菌液与胶结液配比、胶结液配比、固化次数等因素对固化效果影响较大,据此确定了影响微生物固化工程渣土效果的关键参数;由微观结构分析发现微生物固化工程渣土的土颗粒表面和孔隙间均产生大量碳酸钙沉淀,有效增强了土颗粒间黏结性能,将上部土颗粒固结成具有一定厚度和强度的硬壳层,大幅度提高其抗风蚀扬尘能力。对比分析原状样和微生物固化样的重构三维空间结构,发现由微生物固土改良后的土体,其矿物沉淀大多聚集在土体上部,由此上部土体孔隙率也明显小于下部土体。 展开更多
关键词 微生物固化 工程渣土 影响因素 抗风蚀扬尘 固化效果 微观机理
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Effect of terrain and building structures on the airflow in an airport 被引量:3
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作者 Dennis Y. C. LEUNG W. Y. LO +1 位作者 W. Y. CHOW P. W. CHAN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2012年第6期461-468,共8页
The aim of this study was to perform computational fluid dynamics (CFD) simulations on the airflows at the Hong Kong International Airport (HKIA). In particular, the effects of hangar buildings and terrain were studie... The aim of this study was to perform computational fluid dynamics (CFD) simulations on the airflows at the Hong Kong International Airport (HKIA). In particular, the effects of hangar buildings and terrain were studied to explore the effects of turbulence on flying aircraft, especially during landing. The CFD simulation showed that significant differences in wind speeds may occur between the north and the south runways on the western part of the HKIA under typhoon conditions with a strong north to northwesterly wind. Simulation also showed that the hanger buildings between the two runways on the western side and the nearby terrain could be causing the observed difference in the wind speeds. The results also indicated that these obstacles could cause significant wind speed variations at the western end of the south runway. This may affect the operation of landing aircraft. The CFD results for a typical typhoon case were analyzed and found to match the wind data recorded by an aircraft landing that day. 展开更多
关键词 Computational fluid dynamics (CFD) Hong Kong International Airport (HKIA) Low-level wind effect Hangars Terrain
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Gone with the wind: Seasonal trends in foraging movement directions for a central-place forager 被引量:2
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作者 Jesus HERNANDEZ-PLIEGO Carlos RODRIGUEZ Javier BUSTAMANTE 《Current Zoology》 SCIE CAS CSCD 2014年第5期604-615,共12页
Lesser kestrels Falco naumanni are migratory central-place foragers that breed in dynamic arable landscapes. After arriving from migration, kestrels have no knowledge of the distribution of crops, and consequently pre... Lesser kestrels Falco naumanni are migratory central-place foragers that breed in dynamic arable landscapes. After arriving from migration, kestrels have no knowledge of the distribution of crops, and consequently prey, around their colony. The energy demand of pairs increases as breeding season progresses, but at the same time prey abundance, and their knowledge on prey distribution, also increases. Wind can have a strong influence on flight cost and kestrels should try to reduce energy expendi- ture when possible. When prey abundance is low, kestrels have little knowledge of prey distribution, and pairs have no chicks, they could reduce foraging flight cost by leaving the colony with tailwinds. When prey is abundant, knowledge on prey distribu- tion has increased, and chick demand is high, kestrels should fly to the most favorable foraging patches. We analyzed foraging trips directions in a lesser kestrel colony along the breeding season and in relation to wind speed and direction. We recorded 664 foraging trips from 19 individuals using GPS-dataloggers. We found that outward flights direction changed from uniform to a concentrated distribution along the season, as prey abundance and individual experience increased. We also found a temporal trend in the angular difference between outward flights and wind directions, with low values early in the season and then increa- sing as expected, but again low values at the end, contrary to expectation. Results suggest changes in kestrels foraging strategy along the season in relation to wind. Kestrels depart more with tailwinds in exploratory flights early in the season, while there is a spurious coincidence in direction to preferred foraging patches and dominant wind direction at the end [Current Zoology 60 (5): 604-615, 2014]. 展开更多
关键词 Falco naumanni Movement ecology Foraging behavior wind effect GPS-dataloggers
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