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基于离散伴随求解器的铁路下导风工程外形优化研究 被引量:4
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作者 陈柏羽 程建军 +1 位作者 辛林桂 丁泊淞 《铁道科学与工程学报》 CAS CSCD 北大核心 2019年第8期1923-1930,共8页
为提高铁路沿线前倾式下导风工程输导效果,基于离散伴随求解器对前倾式下导风工程导风板进行局部外形优化,并运用数值模拟分析优化前后下导风工程控制下的风沙流场。研究结果表明:导风板形状敏感性存在由中部向两端逐渐增大的分布规律,... 为提高铁路沿线前倾式下导风工程输导效果,基于离散伴随求解器对前倾式下导风工程导风板进行局部外形优化,并运用数值模拟分析优化前后下导风工程控制下的风沙流场。研究结果表明:导风板形状敏感性存在由中部向两端逐渐增大的分布规律,其数值大小与风速呈正相关,通过优化导风板外形可以有效降低导风板阻力,减少气流经过导风板时损耗的动能,气流通过保护区时具有更高的运动风能;导风板外形优化可以增加导风板有效输导高度,扩大保护区范围,提高保护区风速,导风板聚集压缩加速气流的效果更好;导风板外形优化可以增强导风板输沙效果,减少铁轨附近的积沙量,增大铁路与铁路背风侧积沙范围之间的距离,延长下导风工程使用年限。 展开更多
关键词 导风工程 离散伴随求解器 外形优化 数值模拟
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屋檐式下导风工程的设置与模拟计算 被引量:2
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作者 王存牛 《干旱区地理》 CSCD 北大核心 1994年第3期79-81,共3页
天山独(山子)库(车)公路是横贯天山南北的交通大动脉,由于积雪灾害的影响使其冬春两季无法利用。因此,如何防治雪害就显得非常重要。屋檐式导风工程是防治风吹雪灾害的一种工程措施,经实验是可行的,但在目前实施中还存在一些盲... 天山独(山子)库(车)公路是横贯天山南北的交通大动脉,由于积雪灾害的影响使其冬春两季无法利用。因此,如何防治雪害就显得非常重要。屋檐式导风工程是防治风吹雪灾害的一种工程措施,经实验是可行的,但在目前实施中还存在一些盲目性。所以。本文在实验工程的基础上进行数学模拟;即在不考虑风吹雪的摩擦阻力的情况下,在给定山坡坡度,公路内边坡坡度和高度、导风板长度、风吹雪初始速度的条件下,建立数学模式。根据模式计算出导风板在什么样的角度下(即导风板最佳角度的选择),流经下导风口的风吹雪速度达最大。这样,可消除盲目性,使该工程更加合理、完善,发挥出最优的防雪效果。 展开更多
关键词 数学模拟 雪害 导风工程 公路
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基于Design Exploration方法对铁路下导风工程关键设计参数的优化 被引量:6
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作者 辛林桂 程建军 +1 位作者 王连 智凌岩 《中国沙漠》 CSCD 北大核心 2018年第6期1193-1199,共7页
应用数值模拟和优化分析方法,对铁路沿线的下导风工程的风沙流场特征进行了系统研究,并对下导风工程的主要影响参数进行了优化分析。结果表明:(1)下导风工程会对风沙来流进行输导,并在导风板下风口一定范围内形成加速区,使来流中的颗粒... 应用数值模拟和优化分析方法,对铁路沿线的下导风工程的风沙流场特征进行了系统研究,并对下导风工程的主要影响参数进行了优化分析。结果表明:(1)下导风工程会对风沙来流进行输导,并在导风板下风口一定范围内形成加速区,使来流中的颗粒物以非堆积的形式通过保护区;(2)铁路线路的上部构件会阻碍下导风工程作用效果,在轨道后方形成减速区,造成沙子的沉积;(3)下导风工程布置在铁路两侧时使用较小的导风板倾角和较大的下风口高度,可以减少风沙在铁路附近的堆积,使风沙流顺利通过保护区;(4)导风板水平倾角与铁轨前沙子的质量流率、铁轨道心风速呈正相关,下风口高度与铁轨前沙子的质量流率、铁轨道心风速呈负相关性,下风口高度在影响因素中占主导。 展开更多
关键词 导风工程 风沙两相流 数值模拟 优化分析
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Insurance ratemaking method for risk of construction diversion project
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作者 Chen Zhiding Hu Zhigen 《Engineering Sciences》 EI 2012年第2期90-96,共7页
Based on analyzing risk factors of diversion project,synthetic risk rate and engineering insurance period,the frequency and distribution law of loss are researched on the grounds that foundation pit is submerged after... Based on analyzing risk factors of diversion project,synthetic risk rate and engineering insurance period,the frequency and distribution law of loss are researched on the grounds that foundation pit is submerged after diversion project ceases to be effective.And then,the standpoint that these total loss is subject to non-homogeneous compound Poisson processes is put forward.Furthermore,the collective risk model of the total loss about engineering insurance is established on the basis of construction diversion project risk.Ultimately,insurance ratemaking method for construction engineering risk and its mathematical expression are presented,which provides theoretical method for the insurance ratemaking of hydropower engineering to some extent. 展开更多
关键词 diversion risk engineering insurance insurance premium non-homogeneous compound Poisson processes
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Some important aspects of wind-resistant studies on long-span bridges
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作者 GU Ming 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第12期3334-3343,共10页
In recent years many long-span bridges have been or are being constructed in the world, especially in China. Wind loads and responses are the key factors for their structural design. This paper introduces some importa... In recent years many long-span bridges have been or are being constructed in the world, especially in China. Wind loads and responses are the key factors for their structural design. This paper introduces some important achievements of wind-resistant studies of the author's research team on long-span bridges. First, new concepts and identification methods of aerodynamic derivatives and aerodynamic admittances were proposed. Then mechanical and aerodynamic control strategies and methods of wind-induced vibrations of long-span bridges were the great concerned problems, and valuable achievements were presented. Especially, great efforts which have been theoretically and experimentally made on rain-wind induced vibration of cables of cable-stayed bridges were described. Finally, some new progresses in computation wind engineering were introduced, and a new method for simulating an equilibrium boundary layer was put forward as well. 展开更多
关键词 long-span bridge aerodynamic derivative and admittance flutter and buffeting control rain-wind induced vibration ofstay cable computation wind engineering equilibrium boundary layer
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