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41.
普查南疆1998-2000年3aGMS5静止卫星红外云图,共有192次云系影响南疆,分为5种类型,南疆云系出现的次数较少,常造成中弱以下降水天气,有云无降水的情况较多,并讨论了云系的TBB与降水之间的关系,冬季南疆阴雾天气在红外云图上其TBB值为-10℃的闭合中心。 相似文献
42.
王健 《沙漠与绿洲气象(新疆气象)》2002,25(2):13-14
北疆夏季两次冰雹天气过程的对比分析发现,充足的水汽、足够大的上升运动和不稳定的层结果冰雹天气出现的必备条件,而降雹的强弱则与对流云图的发展和强度有关。 相似文献
43.
胡翠珍 《沙漠与绿洲气象(新疆气象)》2002,25(3):9-11
通过对2001年9月22-23日南疆西北部山区特大暴雨的环流背景、物理量场、卫星云图分析,揭示了这场特大暴雨的物理机制和各要素场特征。 相似文献
44.
Sandro Fuzzi Maria Cristina Facchini Stefano Decesari Emanuela Matta Mihaiela Mircea 《Atmospheric Research》2002,64(1-4)
We have recently set up a new procedure for characterising the water soluble organic compounds (WSOC) in fog water, for which information is still rather limited. Fog samples collected during the 1998–1999 fall–winter season in the Po Valley (Italy) were analysed following this procedure, which allows a quantitative determination of three main classes of organic compounds (neutral species, mono- and di-carboxylic acids, polycarboxylic acids), together accounting for ca. 85% of the total WSOC. This procedure also provides information on the main chemical characteristics of these three classes of compounds (functional groups, aliphatic vs. aromatic character, etc.). The enhanced chemical knowledge on fog/cloud chemical composition opens new scenarios as far as chemical and microphysical processes in clouds and fogs are concerned. 相似文献
45.
This work presents a novel neural network‐based approach to detect structural damage. The proposed approach comprises two steps. The first step, system identification, involves using neural system identification networks (NSINs) to identify the undamaged and damaged states of a structural system. The partial derivatives of the outputs with respect to the inputs of the NSIN, which identifies the system in a certain undamaged or damaged state, have a negligible variation with different system errors. This loosely defined unique property enables these partial derivatives to quantitatively indicate system damage from the model parameters. The second step, structural damage detection, involves using the neural damage detection network (NDDN) to detect the location and extent of the structural damage. The input to the NDDN is taken as the aforementioned partial derivatives of NSIN, and the output of the NDDN identifies the damage level for each member in the structure. Moreover, SDOF and MDOF examples are presented to demonstrate the feasibility of using the proposed method for damage detection of linear structures. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
46.
广州城市空间形态扩展中土地供应动力机制的作用 总被引:11,自引:0,他引:11
近 10年来呈剧烈变动状态的广州城市空间形态 ,刻烙着城市有机体内外部矛盾碰撞摩擦的痕迹 ,其中包含着权力行为力在空间的冲突过程。文中拟就从人文主义方法论的角度 ,以土地供应为中介媒体 ,研究分析它的供应机制对近 10年广州城市空间形态生长的影响 ,映视土地供应背后权力行为力对城市空间形态扩展影响的一般规律 ,以引导城市空间的健康发展 相似文献
47.
Velocity profile of a sand cloud blowing over a gravel surface 总被引:2,自引:0,他引:2
Particle dynamic analyzer (PDA) measurement technology was used to study the turbulent characteristics and the variation with height of the mean horizontal (in the downwind direction) and vertical (in the upward direction) particle velocity of a sand cloud blowing over a gravel surface. The results show that the mean horizontal particle velocity of the cloud increases with height, while the mean vertical velocity decreases with height. The variation of the mean horizontal velocity with height is, to some extent, similar to the wind profile that increases logarithmically with height in the turbulent boundary layer. The variation of the mean vertical velocity with height is much more complex than that of the mean horizontal velocity. The increase of the resultant mean velocity with height can be expressed by a modified power function. Particle turbulence in the downwind direction decreases with height, while that in the vertical direction is complex. For fine sands (0.2–0.3 mm and 0.3–0.4 mm), there is a tendency for the particle turbulence to increase with height. In the very near-surface layer (<4 mm), the movement of blown sand particles is very complex due to the rebound of particles on the bed and the interparticle collisions in the air. Wind starts to accelerate particle movement about 4 mm from the surface. The initial rebound on the bed and the interparticle collisions in the air have a profound effect on particle movement below that height, where particle concentration is very high and wind velocity is very low. 相似文献
48.
This article examines the locational patterns of population and employment and the resultant changes in urban form in the Halifax–Dartmouth region between 1970 and 1996. The article employs the univariate and bivariate K function to measure spatial dependence or clustering within and between the classes of residential and commercial land parcels. The results of the K function estimates suggest that residential land parcels cluster together, commercial land parcels cluster together, and residential and commercial land parcels have become more clustered over time. Evidence of clustering provides insight into the changing urban form of the region and possible multinucleation. 相似文献
49.
浊点是非离子表面活性剂的一个特性参数,它是非离子表面活性荆溶液由透明变浑浊,和由浑浊变透明的平均温度。聚乙二醇辛基苯基醚是一种非离子表面活性剂,通过实验测定了有机酸、醇、无机盐、聚合物等添加剂对聚乙二醇辛基苯基醚浊点的影响。结果表明,不加任何添加剂时,聚乙二醇辛基苯基醚的浊点为89℃;添加有机酸时,浊点随浓度升高先下降后上升;添加醇时,碳链短的随浓度升高浊点升高,碳链长的随浓度升高而下降;添加无机钠盐时,浊点随浓度升高而下降;添加聚合物时。浊点超过100℃。 相似文献
50.
Shear‐wall dominant multistorey reinforced concrete structures, constructed by using a special tunnel form technique are commonly built in countries facing a substantial seismic risk, such as Chile, Japan, Italy and Turkey. In spite of their high resistance to earthquake excitations, current seismic code provisions including the Uniform Building Code (International Conference of Building Officials, Whittier, CA, 1997) and the Turkish Seismic Code (Specification for Structures to be Built in Disaster Areas, Ankara, Turkey, 1998) present limited information for their design criteria. In this study, consistency of equations in those seismic codes related to their dynamic properties are investigated and it is observed that the given empirical equations for prediction of fundamental periods of this specific type of structures yield inaccurate results. For that reason, a total of 80 different building configurations were analysed by using three‐dimensional finite‐element modelling and a set of new empirical equations was proposed. The results of the analyses demonstrate that given formulas including new parameters provide accurate predictions for the broad range of different architectural configurations, roof heights and shear‐wall distributions, and may be used as an efficient tool for the implicit design of these structures. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献