基于实测数据的杉木构筑型研究

20世纪70年代,著名植物学家Halle和Oldeman首次正式提出了树木的构筑型概念并总结出热带木的23种构型模式,同时编制了分析热带树木构筑型的检索表开始了对植物构筑比较系统的研究.     

轴流泵模型多叶片安放角的数值计算

在同一轴流泵模型0°安放角数值计算结果的基础上,应用ANSYS CFX软件,选择标准k-ε湍流模型和可伸缩壁面函数,在不同的叶片安放角下,采用全六面体网格和经网格无关性分析的网格数,分别在定常和非定常条件下进行了多工况的数值模拟和外特性计算,并将计算结果与试验结果进行对比.在规范使用工具软件的条件下,分析了CFD数值模拟技术预估轴流泵性能的精度及其误差的特点.结果表明,非定常计算扬程值略高于试验值,而定常计算扬程值低于试验值,非定常计算的总体精度高于定常计算,且误差可控制在5%以内;定常和非定常预测的效率误差可控制在7%以内,且非定常计算的效率与试验效率存在一相对固定幅度的偏差,据此可用于修正同类模型效率的预测值.基于非定常计算的结果,进一步分析了叶轮和导叶圆柱面上流线分布、叶片截线压力分布和轴流泵过流部件各部分水力损失随叶轮叶片安放角和流量的变化规律,发现在小流量工况,靠近轮毂位置存在旋涡堵塞现象;在计算工况范围内,导叶段和出水段水力损失随流量的增大呈现先减小后增大的趋势.     

绕基础转动模式下刚性挡土墙主动土压力的计算

采用考虑墙体位移模式和转角的土压力计算方法,能较好地反映挡土墙实际工作条件下的位移情况,并且能计算挡土墙任意转角下的主动土压力,避免了采用库仑主动土压力理论计算得到土压力偏小而使设计安全度降低的缺点。因此,本文提出的土压力计算方法对挡土墙的设计及验算有一定的参考价值。     

Ultimate Bearing Capacity Analysis of High Strength Single Angle Compression Member Eccentrically at One End

To analyze mechanical behavior of Q460 high strength single angle steel struts with an eccentric load at one end in transmission towers, experimental analysis and theoretical calculation were carried out to study the overall stability and local buckling of members. Spherical hinge bearing and double knife edge bearing were applied at axial end of specimens. Influence of some factors on bearing capacity of compression members with eccentricities at both ends was analyzed, such as the end supporting conditions and residual stresses. It was shown that whether spherical hinge bearing or double knife edge bearing was used at axial end, the mechanical behavior can be accurately presented and the residual stresses affected the ultimate load carrying capacity by about 5％ or less. Compared with different methods, such as experiment method、finite element method, method in the Guide for American Design of Latticed Steel Transmission Structure（ASCE101997）and method in Chinese Technical Regulation of Design for Tower and Pole Structure of Overhead Transmission Line (DL/T51542002), it was found that the calculated strength of high strength steel member by standard calculation method in DL/T51542000 was over conservative. According to the research results, the revised formulas of ASCE were proposed with dividing actual material strength by the resistance coefficient of rR=1.111. Therefore, the experimental results can provide reference for designing high strength Q460 single angle steel members compressed eccentrically at one end.     

Impact of topography on cross-pollination in maize (Zea mays L.)

Understanding cross-pollination is important to achieve the coexistence of genetically modified (GM) and conventional maize (Zea mays L.); it is still not known whether topography favors or hinders cross-pollination. In 2005 and 2006, the effect of gradients of 3.4–6.8° on cross-pollination was investigated in the canton of Zurich, Switzerland. Cross-pollination was revealed by the presence of yellow-grains on a white-grain hybrid at distances up to 17.5 m from the yellow-grain pollen donor hybrid. The measurements of the inclination of the slope were based on aerial images data taken by an unmanned GPS/INS (Global Positioning System/Inertial Navigation System)-based and stabilized model helicopter, which delivered precise altitude-based data for sampling points at tassel height.The rate of cross-pollination increased significantly with decreasing altitude of the receptor field (r = 0.36–0.64). However, the effect seems to be weaker than that of other factors like wind direction and velocity.     

喀斯特槽谷区的顺/逆层坡面对水动力学参数的影响

喀斯特槽谷区不仅存在地上/地下双层空间结构,还存在典型顺/逆层坡两种特殊的地质构造,因此研究喀斯特槽谷区两翼坡面水流移动规律具有重要意义。根据野外调查结果,在喀斯特槽谷区临界坡度25°条件下进行人工模拟降雨试验,采用顺/逆层坡岩层倾角(30°、60°和90°)和3种雨强(30、60和90 mm·h~(-1))作为变量因子,并以裸坡作为对照因子,研究喀斯特槽谷区顺/逆层坡面水动力参数特征。结果表明:喀斯特槽谷区顺/逆层坡主要以薄层浅流为主,顺层坡的岩层倾角越大则坡面流速越小,逆层坡则以岩层倾角60°为临界点,裸坡的流速均大于顺/逆层坡。对于喀斯特槽谷区顺层坡而言,其雷诺数Re和佛汝德数Fr均大于逆层坡而小于裸坡,阻力系数f均小于逆层坡而大于裸坡。雷诺数Re和阻力系数f两个参数呈显著的幂函数正相关关系。地表累积径流量分配比例大小排序为裸坡顺层坡逆层坡,地下累积径流量分配比例为逆层坡裸坡顺层坡。本研究可为喀斯特槽谷区顺/逆层坡的坡面的土壤侵蚀预报模型提供科学依据。     

钢桁架混凝土梁试验研究

The present paper studies the applicability of composite concrete beams to building and bridge structures. The ultimate flexural and shearing strength, the flexural stiffness, and the width of cracks of a series of composite concrete beams are analysed an     

山东紫花丹参种子物理特性试验

为获得丹参播种机排种器设计参数,以山东省紫花丹参种子为研究对象,试验测试了未经过催芽的紫花丹参种子三轴几何尺寸、千粒质量、含水率、休止角和滑动摩擦角。基于试验测试的结果,分析了紫花丹参种子关键物理参数。丹参种子试验测试结果表明,未催芽的紫花丹参种子的含水率为9.53％,三轴几何尺寸平均值为2.80 mm×1.46 mm×1.04 mm,平均千粒质量为1.39 g,休止角为13.27°,滑动摩擦角（不锈钢、塑料和铝）为18.5°、25.2°和33.6°。      

多级提水过程中PLC对水泵叶片角度的控制

在贮水池的提水过程中，利用PLC自动控制水泵叶片角度的大小，从而自动控制排水量，达到节省人力和电能以及排水稳定的目的。     

Measurement of angles of abduction for diagnosis of shoulder instability in dogs using goniometry and digital image analysis

OBJECTIVE: To compare abduction angles of shoulders with medial instability and unaffected shoulders in the same dogs and in age- and breed-matched dogs. STUDY DESIGN: Case-control study. ANIMALS: Dogs with medial instability of the shoulder (n=33) and 26 control dogs. METHODS: Dogs were sedated and positioned in lateral recumbency with both scapulas parallel to the table. With the elbow and shoulder in extension, the non-recumbent limb was maximally abducted and the angle between the scapular spine and lateral aspect of the brachium measured with a goniometer; a digital image was taken from the cranial aspect. Both techniques were performed in triplicate by 2 examiners. Mean abduction angles for each shoulder were determined from goniometric measurements and image analysis. Data were analyzed for significant differences between affected and unaffected shoulders, measurement techniques, and examiners. Strength of correlation between measurement techniques was determined. RESULTS: Mean abduction angles for shoulders with instability (53.7+/-4.7 degrees goniometric, 51.2+/-4.9 degrees image) were significantly (P<.001) larger than for all unaffected shoulders (32.6+/-2.0 degrees goniometric, 30.9+/-2.3 degrees image). In dogs diagnosed with instability, affected shoulders had significantly (P<.001) larger abduction angles than the contralateral (unaffected) shoulders. No significant differences were identified between right and left shoulders for control dogs, measurement techniques, or examiners. A strong (r=0.90) significant (P<.001) positive correlation between measurement techniques was noted. CONCLUSIONS: Shoulder abduction angles measured under sedation provide objective data for diagnosis of shoulder instability in dogs. Shoulders with clinical and arthroscopic evidence of medial instability have significantly higher abduction angles than shoulders that are considered normal. CLINICAL RELEVANCE: Determination of shoulder abduction angles should be included in the diagnostic protocol for forelimb lameness assessment in dogs.