CFD-based numerical analysis of a variable cross-section cylinder     

Jinlong Duan  Weiping Huang 《中国海洋大学学报(英文版)》2014,13(4):584-588

Using ANSYS-CFX, a general purpose fluid dynamics program, the vortex-induced vibration (VIV) of a variable cross-section cylinder is simulated under uniform current with high Reynolds numbers. Large eddy simulation (LES) is conducted for studying the fluid-structure interaction. The vortex shedding in the wake, the motion trajectories of a cylinder, the variation of drag and lift forces on the cylinder are analyzed. The results show that the vortices of variable cross-section cylinder are chaotic and are varying along the cylinder. In places where cross-sections are changing significantly, the vortices are more irregular. The motion trail of the cylinder is almost the same but irregular. The drag and lift coefficients of the cylinder are varying with the changes of diameters.  相似文献   

“全站仪、GPS RTK测量纵横断面软件”的开发与应用     

赵文良 《测绘与空间地理信息》2014,(10):216-217

本软件为全站仪、GPS RTK数字化测量纵横断面实现数据后处理,可以方便、快速、准确地将测量数据转换成成图软件所需要的数据格式,极大地提高了内业的工作效率,在实际工作中取得了明显的经济效益。  相似文献   

ANALYSES OF THE DYNAMIC EFFECTS ON WINTER CIRCULATION OF THE TWO MAIN MOUNTAINS IN THE NORTHERN HEMISPHERE——Ⅱ.VERTICAL PROPAGATION OF PLANETARY WAVES          下载免费PDF全文

邹晓蕾  吴国雄  叶笃正 《Acta Meteorologica Sinica》1992,(4)

A linear,hemispheric and stationary spectral model with multilayers in the vertical was employed to simulate thevertical propagation of waves triggered by mountains.Results show that,in cooperation with the East Asia zonal meanflow,Tibetan Plateau can excite a strong wavenumber 1 perturbation in the stratosphere with its ridge and trough lo-cated over the Pacific and Atlantic Oceans respectively.On the other hand,the stratospheric wavenumber 1 perturbationcaused by the mechanical forcing of the Rocky Mountains in cooperation with the North America zonal mean flow isvery weak.Calculations from observational data of the vertical profile of critical wavenumber for vertically propagatingwaves imply that the tropospheric wavenumber 1 perturbation can hardly penetrate the North America tropopause up-wards,whereas it can freely propagate through the East Asia tropopause into the stratosphere.Two-dimensional E-Pcross-sections obtained from both observational data and simulated results also demonstrate that waves excited by theRocky Mountains are refracted towards low latitudes in the troposphere during their upward propagation:whereas,inaddition to the above mentioned equatorward leaning branch,the wavenumber 1 and 2 planetary waves excited by theTibetan Plateau possess another branch which is refracted to high latitudes during upward propagation and penetratesthe tropopause into the stratosphere.It is therefore concluded that the difference in the horizontal and vertical wavepropagations in the two hemispheres is a result of the different dynamical forcing induced by the two main mountains inthe Northern Hemisphere.  相似文献   

2009年汛期山西横切变暴雨的可预报性分析     

苗爱梅  袁崇明 《山西气象》2009,(4):16-23

利用常规和非常规气象观测资料,针对2009年汛期山西境内出现的5次横切变区域性暴雨天气过程进行流型配置、物理量诊断、卫星雷达资料以及可预报性综合分析发现：对流性或混合性暴雨,在暴雨发生前12 h 500 hPa及其以下都具有θse随高度的增加而减小、500 hPa以上都具有θse随高度的增加而增加的特征,稳定性暴雨则具有θse随高度的增加而增加的特征.5次暴雨过程500 hPa副高均为纬向型,700 hPa均有西南急流轴配合以及大陆小高压相伴.分析结果表明：小高压的位置不同导致了不同风向的辐合和不同走向的横切变线产生,急流头向北伸展的纬度不同导致了横切变线所处的纬度差异,直接影响暴雨的落区;低涡的强度不同使得降水量发生明显的差异;高低空系统配置越完整暴雨落区和量级的可预报性也越强;连阴雨过程中垂直速度、水汽通量散度、垂直风切变是提前24 h判断暴雨发生与否的敏感因子,卫星和雷达资料是短时和临近强降水预报的有效工具.  相似文献   

同构造沉积分析反演逆冲构造变形过程--燕山东段凌源南部中生代逆冲构造变形过程研究   总被引：15，自引：1，他引：14  

张长厚  徐德斌  张维杰  Tim COPE  王根厚  孙卫华  肖伟峰  张忠义  张军龙 《地学前缘》2004,11(3):227-243

介绍了同构造沉积分析的基本概念、研究思路、主要研究方法及其在区域构造变形过程研究中的重要作用。基于对辽西凌源南部区域构造变形、晚侏罗世土城子组同构造沉积粗碎屑沉积物成分变化规律的研究 ,获得如下主要认识 :( 1)同构造沉积始于髫髻山组火山活动之后 ;沉积物成分变化及古水动力特征表明 ,同构造沉积物源区主体位于盆地西侧褶皱隆起区 ,而不是来自南东方向的大型逆冲断层上盘的前渊沉积 ;而且显示了正常层序的物源区倾斜岩层的剥蚀和揭顶过程 ;当时的剥蚀作用已达中元古界蓟县系雾迷山组上部。 ( 2 )分布于郭家店盆地和邓杖子盆地之间的中元古界长城系地层“残片” ,与其东侧北票组间为向SEE逆冲的断层接触 ,而西侧与土城子组 (原邓杖子组 )之间为不整合接触 ;在老虎沟东南长城系地层“残片”不复存在的区域 ,土城子组不整合于北票组之上。该“残片”很可能是髫髻山组火山活动之前指向SEE的逆冲构造变形形成的飞来峰构造的残余部分。( 3 )凌源南部中生代逆冲构造变形可以区分为 :早侏罗世北票组之前 (印支期 )由北向南的逆冲作用、北票组之后髫髻山组之前向SEE的冲断推覆、髫髻山组之后的逆冲褶皱变形与同构造沉积作用以及九佛堂组之后局部的逆冲作用。指向SEE的主要逆冲作用以及伴生褶皱变形  相似文献   

基于Monte Carlo模拟的三维剖面地质界线不确定性分析     

侯卫生  杨翘楚  杨亮  崔婵婕 《吉林大学学报(地球科学版)》2017,47(3)

三维剖面地质界线是构建三维地质结构模型的重要基础数据,其不确定性会影响三维模型的几何形态和属性分布。以单一分布为假设前提的统计学不确定性分析方法掩盖了其他概率分布特征对模型的影响。突破单一误差分布条件的假设前提,本文使用Monte Carlo方法模拟了不同概率分布情况下地质剖面数据中地质界线的抽样采集,以及地质界线空间分布的不确定性;依托地质界线空间位置与地质属性的耦合关系,提出了用地质属性概率分布实现地质界线空间不确定性的定量可视化,并结合实际地质剖面探讨了多种概率分布条件下地质界线的空间不确定性。实例研究表明,基于Monte Carlo模拟的不确定性分析方法可以突破单一误差分布假设条件,结合地质属性概率可充分揭示出建模数据的内在不确定性与模型外在要素形态之间的耦合关系。  相似文献   

Channel change at Toudaoguai Station and its responses to the operation of upstream reservoirs in the upper Yellow River     

RAN Lishan  WANG Suiji  FAN Xiaoli 《地理学报》2010,20(2):231-247

The application of dams built upstream will change the input conditions, including water and sediment, of downstream fluvial system, and destroy previous dynamic quasi-equilibrium reached by channel streamflow, so indispensable adjustments are necessary for downstream channel to adapt to the new water and sediment supply, leading the fluvial system to restore its previous equilibrium or reach a new equilibrium. Using about 50-year-long hydrological, sedimentary and cross-sectional data, temporal response processes of Toudaoguai cross-section located in the upper Yellow River to the operation of reservoirs built upstream are analyzed. The results show that the Toudaoguai cross-section change was influenced strongly by upstream reservoir operation and downstream channel bed armoring thereafter occurred gradually and extended to the reach below Sanhuhekou gauging station. Besides, median diameter of suspended sediment load experienced a three-stage change that is characterized by an increase at first, then a decrease and an increase again finally, which reflects the process of channel bed armoring that began at Qingtongxia reservoir and then gradually developed downstream to the reach below Sanhuhekou cross-section. Since the joint operation strategy of Longyangxia, Liujiaxia and Qingtongxia reservoirs was introduced in 1986, the three-stage change trend has become less evident than that in the time period between 1969 and 1986 when only Qingtongxia and Liujiaxia reservoirs were put into operation alone. In addition, since 1987, the extent of lateral migration and thalweg elevation change at Toudaoguai cross-section has reduced dramatically, cross-sectional profile and location tended to be stable, which is beneficial to the normal living for local people.  相似文献   

Modeling the morphology of gully cross sections in the Yuanmou Dry-hot Valley     

Yuxiang Feng  Hongli Mu  Fachao Qin  Qingchun Deng  Hui Liu 《自然地理学》2013,34(5):448-469

Abstract

Characterizing gully cross sections (GCs) is essential for calculating the volume and erosion rate of the gully. However, little research has focused on modeling the morphology of GCs. This study investigated 456 GCs with a laser distance meter located at the mouth, middle, and head of 152 gullies in the Yuanmou Dry-hot Valley of China; mapped them with AutoCAD software; fitted them with 2nd–6th degree polynomial functions, and discussed the correlation between the coefficients and the morphology of GCs. The results showed that: (1) using a 2nd-degree polynomial function (y = ax² + bx + c) to describe the morphology of GCs produced a better result than other polynomial functions; (2) the coefficient a of 2nd-degree polynomial function was correlated with depth (r = ?0.226, p < 0.01), gradient (r = 0.545, p < 0.01), and activities; and (3) the symmetry axis (?b/2a) of 2nd-degree polynomial function increased with gully change from left-deflection to right-skewed, and the absolute value showed the asymmetrical degree (r = 0.216, p < 0.01). This study will not only help to understand the morphology and evolution of gullies, but will also provide a scientific basis for prevention of gully erosion.  相似文献   

超大断面低扁平率公路隧洞先成预应力结构新型支护体系数值模拟   总被引：3，自引：0，他引：3  

袁勇  王胜辉 《岩土力学》2008,29(1):240-244

为适应日益增长的经济和交通发展需求,修建以4车道公路隧道为代表的超大断面低扁平率公路隧洞的需求初露端倪,这类隧道的低扁平率特征使传统的隧道支护体系面临许多困难,急待开发新型的隧洞支护体系。采用FLAC数值模拟平台研究了基于隧洞“先成结构法”支护理念的“先成预应力结构”新型支护体系在提高超大断面低扁平率公路隧洞洞室稳定性方面的效果,为“先成结构法”支护理念在超大断面低扁平率公路隧洞中的应用实施提供了有力的支持。  相似文献   

扁平大跨度公路隧道松动荷载计算方法探讨   总被引：6，自引：0，他引：6  

曲海锋  朱合华  蔡永昌 《岩土力学》2008,29(4):989-994

确定松动荷载的方法多为规范法和理论公式法,这些方法都建立在对以往隧道松动荷载统计和分析的基础上。双洞八车道扁平大跨度公路隧道是近几年发展起来的一种隧道形式。由于其跨度增加、扁平率降低,现有松动荷载的算方法是否适用于双洞八车道公路隧道,已成为隧道建设者面对的重要问题之一。以广州龙头山双洞八车道公路隧道为研究背景,概括和总结了各种松动荷载的计算方法;应用这些方法计算龙头山隧道的松动压力,分析和对比计算结果,并通过数值计算和实测围岩压力对各种方法的合理性进行了分析;根据各种方法的产生背景和内容,分析其各自的适用性;根据研究结果,对扁平大跨度公路隧道进行了适应性分析和讨论。  相似文献