下倾管-垂直立管严重段塞流数值分析

运用计算流体力学(CFD)软件ANSYS FLUENT对下倾管-垂直立管系统中出现的严重段塞流现象进行多工况数值模拟，根据液塞形成过程图和弯管处的速度矢量图揭示了液塞的形成机理，并结合XY面的相分布图和监测得到的压力脉动变化图划分出了3种典型的严重段塞流流型。为了抑制严重段塞流现象，提出了“下倾管”注气法，最后通过数值模拟的方式来加以验证。结果表明：采用“下倾管”注气法后，管系内的严重段塞流现象被明显削弱，产生了具有高频低振幅脉动特征的稳定流型，对管网系统稳定性的影响较小。     

模拟PID控制器对平台分离器段塞的控制

考虑到混相输送极易在管道的立管段形成严重段塞流,影响管道和下游油气水处理设备的正常工作,造成巨大的经济损失,利用OLGA多相流瞬态模拟软件对海底管道进行段塞流预测,并通过OLGA软件模拟PID控制器对严重段塞流的自动控制。结果表明,利用PID控制器能够有效进行严重段塞流的控制,推荐在管道设计时应用OLGA软件先进行段塞流的预测,再通过OLGA软件进行PID控制系统的参数设计。     

Level-set法预报液舱内剧烈晃荡引起的冲击压强

基于Level-set法就部分装载液体的液舱内剧烈晃荡引起的冲击压强进行了二维数值计算.为了模拟大幅晃荡引起的冲击压强,重点对数值计算较为敏感的自山液面处的物性参数、初始化方程的求解等进行了,数值处理.通过对某一矩形液舱内的液体晃荡的计算,得到了自由表而位置和压强的时间历经曲线.计算结果同实验值的比较表明:本方法可以用于计算预报大幅晃荡引起的载荷.     

液舱内三维液体非线性晃荡的数值模拟

晃荡是一种非常复杂的非线性液体流动现象,载液船舶的晃荡问题颇受关注,因为在外界的激励下液舱内会产生剧烈的晃荡现象,巨大的晃荡冲击力会造成结构的破坏.文中建立了三维晃荡数学模型及数值计算模型,借助处理自由表面的VOF(volume of fluid)方法对液舱内液体晃荡的自由表面进行追踪,编制程序实现了液舱内三维液体非线性晃荡的数值模拟,并就三维刚性液舱内粘性液体的自由晃荡和强迫晃荡做了分析,讨论了液体不同粘性系数对晃荡的影响.模拟结果证明了三维晃荡理论的可行性.     

船艇机舱空气流场数值模拟研究

某船艇机舱温度过高,影响到乘员的健康与动力装置的动力性能.因此,对舱内空气流场研究十分必要.建立了机舱几何模型以及舱内空气流动的数学模型,采用k-ε方程湍流模型对舱内的湍流流动进行描述,对机舱内空气的速度场和温度场进行了三维数值模拟与分析,并对温度场的模拟结果进行了实验验证.验证结果表明,模拟值与测试值最大相对误差为9.2%,其精度能够满足工程需要,该数值模拟方法可用于机舱内空气流动的分析研究.     

液舱晃荡载荷数值模拟中的流固耦合影响研究

为了研究大型化后LNG船液舱围护系统结构弹性对液舱内晃荡冲击压力的影响,采用基于显式时间积分方法的有限元/有限体积法程序模拟流体和结构的运动和变形及其相互作用。论述了数值模拟方法及其重要相关参数,以二维矩形刚性液舱模型为例模拟晃荡,得到的结果分别与计算流体程序和试验的结果比较,论证了该数值计算方案的可行性。进一步进行了三维刚性和三维弹性模型的液舱晃荡分析,比较了不同模型对液体运动和舱壁冲击压力的影响。文中研究结果对液舱结构晃荡冲击载荷评估具有参考价值。     

海底水力输矿管固液两相流的数值模拟

传统的固液两相流数值模拟方法是将固体颗粒(和液体)作为高密度的液体流处理,这只适用于固体颗粒非常细小的情况如粮食输送、泥沙输送等。对海底采矿的水力输送问题,由于固体颗粒相对于水粒子非常庞大,再作为传统的固液两相流处理不科学。本文对矿石颗粒采用离散元方法、对水粒子采用Fluent方法,并将两者耦合进行固、液耦合流在竖向弯管的流动特性研究,考察了不同入口流速下流体的运动规律和矿石颗粒的运动规律和分布规律。结果表明：由于矿石颗粒堆积在管道底部,导致管道内顶部的水流速度大,底部的水流速度小；随着水流速度的降低,矿石颗粒的堆积效果也更加明显；同时存在某一特定速度,使得其开采效率达到最大。     

二维矩形弹性液舱内液体晃荡数值模拟研究

阐述ADINA数学模型及相关数值方法,以二维矩形刚性液舱模型为例模拟液体晃荡,将所得的结果与解析解进行比较,验证该模型的有效性;通过数值模拟,研究二维矩形弹性液舱内的液体晃荡,分析不同刚度、不同频率对液体晃荡自由液面波高运动的影响。     

三维弹性液舱晃荡数值模拟

文章建立了弹性液舱晃荡的数值计算方法。结构域采用有限元法进行离散,流体域的控制方程则采用有限体积法进行数值离散,结构域和流体域之间通过ALE法实现耦合。文中以31.6万吨VLCC实船的液舱简化模型为研究对象,基于MSC.Dytran对液舱内的晃荡载荷以及与弹性液舱的耦合作用进行了计算。首先将舱壁刚化,晃荡载荷与其它CFD计算结果进行比对,验证了计算方法的可行性及正确性。然后在此方法的基础上,模拟了三维弹性液舱内液体的晃荡,以研究外界激励、装载率等参数变化对晃荡载荷与响应的影响,揭示了弹性液舱内液体的晃荡特性。     

水管路消声器声学性能的时域计算及分析

将三维时域CFD方法应用于计算和分析水管路消声器的声学性能.对于直通穿孔管消声器与横流穿孔管消声器,在不考虑水的流动时,传递损失的时域CFD方法计算结果与频域有限元法计算结果吻合很好.时域CFD方法进而被用于研究流速对穿孔管消声器消声特性的影响.计算结果表明,介质流动增大了消声器的传递损失,特别是在高频区域;消声器的传递损失随流速的增加而增大.     

第十二届深水操作会议和展览会(英文)

正November 4-6,2014Moody Gardens HotelConvention Center/Galveston,TX The Deepwater Operations Conference and Exhibition is celebrating its 12th anniversary this year.This growing event will continue the tradition of excellence in addressing operational challenges involved in developing deepwater resources.We will return to the Moody Gardens Hotel and Convention Center on November 5-7,2014 in Galveston,Texas.     

The 11th International Conference on Hydrodynamics (ICHD 2014)

正19–24 October 2014 SingaporeCONFERENCE THEMES The overall aim of the ICHD Conference is to provide a forum for participants from around the world to review,discuss and present the latest developments in the broad discipline of hydrodynamics and fluid mechanics.The first International Conference on Hydrodynamics(ICHD)was initiated in 1994 in Wuxi,China.Since then,9 more ICHD conferences were held subsequently in Hong Kong,Seoul,Yokohama,Tainan,Perth,Ischia,Nantes,Shanghai and St Petersburg.Evidently the ICHD conference has become an important event among academics,researchers,engineers and operators,working in the fields closely related to the science and technology of hydrodynamics.The 11th ICHD will be held in Singapore in 2014.     

第34届海洋、离岸及极地工程国际会议(英文)

正St.John's,Newfoundland,Canada,May 31-June 5,2015 OMAE2015 is the ideal forum for researchers,engineers,managers,technicians and students from the scientific and industrial communities from around the world to: meet and present advances in technology and its scientific support;     

Catalyzing Coastal Management in Kenya and Zanzibar: Building Capacity and Commitment

Site-based projects were initiated in Chawka Bay-Paje, Zanzibar, and Nyali-Bamburi-Shanzu, Kenya, to demonstrate the benefits of an integrated coastal management (ICM) approach for addressing coastal issues such as tourism development and enhancement of resource-dependent village economies in eastern Africa. A two-year, multidonor project used three primary strategies to make rapid, but sustainable, progress toward ICM. These included using interagency government teams for ICM planning, adopting an internationally recognized framework for ICM as a project ''road map,'' and explicitly incorporating capacity-building strategies into all aspects of the project. Within two years, integrated ICM action strategies, prepared through participatory processes, were being implemented at both sites, and both teams were working to expand the scale and scope of ICM in their nation. More importantly, the project helped create committed, capable, interagency groups that continue to work together to address urgent ICM issues.     

A simplified method for reliability- and integrity-based design of engineering systems and its application to offshore mooring systems

This paper presents a simplified method for the reliability- and the integrity-based optimal design of engineering systems and its application to offshore mooring systems. The design of structural systems is transitioning from the conventional methods, which are based on factors of safety, to more advanced methods, which require calculation of the failure probability of the designed system for each project. Using factors of safety to account for the uncertainties in the capacity (strength) or demands can lead to systems with different reliabilities. This is because the number and arrangement of components in each system and the correlation of their responses could be different, which could affect the system reliability. The generic factors of safety that are specified at the component level do not account for such differences. Still, using factors of safety, as a measure of system safety, is preferred by many engineers because of the simplicity in their application. The aim of this paper is to provide a simplified method for design of engineering systems that directly involves the system annual failure probability as a measure of system safety, concerning system strength limit state. In this method, using results of conventional deterministic analysis, the optimality factors for an integrity-based optimal design are used instead of generic safety factors to assure the system safety. The optimality factors, which estimate the necessary change in average component capacities, are computed especially for each component and a target system annual probability of system failure using regression models that estimate the effect of short and long term extreme events on structural response. Because in practice, it is convenient to use the return period as a measure to quantify the likelihood of extreme events, the regression model in this paper is a relationship between the component demands and the annual probability density function corresponding to every return period. This method accounts for the uncertainties in the environmental loads and structural capacities, and identifies the target mean capacity of each component for maximizing its integrity and meeting the reliability requirement. In addition, because various failure modes in a structural system can lead to different consequences (including damage costs), a method is introduced to compute optimality factors for designated failure modes. By calculating the probability of system failure, this method can be used for risk-based decision-making that considers the failure costs and consequences. The proposed method can also be used on existing structures to identify the riskiest components as part of inspection and improvement planning. The proposed method is discussed and illustrated considering offshore mooring systems. However, the method is general and applicable also to other engineering systems. In the case study of this paper, the method is first used to quantify the reliability of a mooring system, then this design is revised to meet the DNV recommended annual probability of failure and for maximizing system integrity as well as for a designated failure mode in which the anchor chains are the first components to fail in the system.     

含裂纹钢板复合材料修补强度和刚度数值分析

用ANSYS有限元分析软件对复合材料补片修复含边裂纹和中心裂纹钢板的强度和刚度进行了数值分析.引入相对刚度的概念,研究了钻有止裂孔裂纹的长度对损伤钢板相对刚度的影响,分析了损伤钢板刚度复合材料贴片修补效果;引入屈服载荷提高率的概念,分析了损伤钢板强度的修复效果.     

混凝土道路、堆场面层裂缝的产生与防治

从混凝土道路、堆场的各个结构层分析裂缝产生的原因,并针对性地说明预防措施,阐述裂缝维修方法。     

关于现行船舶规范及未来趋势的分析研究

本文简单介绍了近期已经生效或者即将生效的规则规范,并试图通过分析总结,对未来立法趋势做一个简单预测。     

开放式数据挖掘系统模型

目前国内已经出现了少量的数据挖掘相关产品。国内数据挖掘软件无论从数量还是质量上比较，都与国外软件存在着较大的差距。随着数据仓库技术的普及，数据挖掘应用的需求越来越强烈，如何缩短这种差距，研发数据挖掘软件产品成为国内业界的一个重要问题。通过引用目前国际通用数据挖掘标准技术来构建开放式的数据挖掘系统模型，该系统模型从可扩展性、可重用性、易用性等方面得到了加强。     

利比亚米苏拉塔市萨瓦瓦区5000套住宅项目中心区设计

从确定符合项目实际情况的设计原则入手,通过利比亚米苏拉塔市萨瓦瓦住宅区中心区总体布局和建筑设计两个方面的设计实践,探讨了"传统、现代与文脉"这一当今时代无法回避的文化议题。并且针对具有鲜明文化、宗教和气候特征的建筑设计的特点、方法与风格进行了总结,为今后的实践提供借鉴。