低压无功补偿装置的设计

在电力系统中装设静止无功补偿装置(SVC)是控制无功功率、保证电压质量的有效手段.晶闸管投切电容器(TSC)是静止无功补偿技术的发展方向,这种装置的关键问题是如何对作为电容器投切开关的晶闸管进行控制.本文针对 TSC低压无功补偿装置的结构,对晶闸管的触发电路进行详细的设计和分析,证明了设计的正确性.     

晶闸管投切电容器在挖掘机电气系统中的应用

本文基于美国2300XP挖掘机无功补偿系统改造工程。首先介绍分析了该挖掘机原有无功补偿系统的特点和存在问题,然后在原有晶闸管投切电容器（TSC）补偿方案的基础上,改进了投切策略提高了无功补偿系统的鲁棒性,并进行了原理仿真验证。改造后的挖掘车正常高效运行。     

港口行业的用电特点及其治理措施

港口的用电负荷是典型的谐波及无功源,降低了电能的利用率。分析了港口电力负荷特点,提出了电能治理的方案。针对港口电力系统中的无功功率,可以采用用于动态无功补偿的TSC(晶闸管投切电容器,Thyristor Switched Capacitor),该装置效果良好,完全满足港口负荷的无功补偿要求,从根本上解决了传统无功补偿系统存在的问题。对于港口电力系统中的谐波电流可以采用APF(电力滤波器Active Power Filter),其补偿特性不受电网阻抗的影响,随着技术的不断发展,APF将大量应用于港口的谐波抑制。     

低压TSC装置主接线方案的研究

晶闸管投切电容器方式的无功功率自动补偿装置(TSC)是目前国内普遍采用的低压无功功率自动补偿装置.本文针对目前只重视控制器开发,轻视主接线方式研究的状况,讨论了低压TSC的主接线对其性能的重要影响,并提出最佳方案.     

晶闸管快速投切电容器组无功补偿在港口和船厂中的应用

介绍港口门座式起重机和船厂广泛运行的电焊机用电负荷的特点,阐明采用低压交流接触器自动投切电容器的无功补偿屏,为什么不能跟踪门 座式起重机和电焊机的用电负荷变化的原因,叙述晶闸管快速投切电容器组的无功补偿原理,以及应用后的技术优点和显著和经济效益。     

TSC动态无功补偿应用发展趋势

介绍晶闸管投切电容器（TSC）的基本原理，根据当前TSC存在的一些问题，提出其发展方向。通过调研表明，随着电力电子技术的迅速发展，晶闸管投切电容器技术将会得到进一步发展与推广。     

TSC无功补偿技术在港口工程中的应用

TSC技术能改善港口的电能质量,是一种新型的节能措施。本文介绍了TSC无功补偿技术,港口负载特性及无功补偿中碰到的问题,TSC设备在港口工程中的应用及前景。     

基于TSC的无功补偿装置的设计

介绍了一种适合于低压配电网分散进行无功补偿的晶闸管开关电容器(TSC)装置,分析了晶闸管的触发条件,设计了可减少逆变器产生的高频谐波的低通滤波器,与此同时,并对该装置进行了谐波补偿试验.     

一种高压配电网故障自愈技术的仿真研究

在高压配电网系统中电压源型换流器高压直流输电技术(VSC-HVDC)故障自愈往往受诸多因素的影响,如逆变器的无功补偿特性和DC控制器的动态性能。论文将PSCAD/EMTDC仿真工具用于VSC-HVDC的不同无功补偿装置动态自愈性能研究中,分析了三相接地故障、单相接地故障和三相断相故障中固定电容器(FC)、静止无功补偿器(SVC)和静止同步补偿器(STATCOM)的故障自愈特性,结果表明:由于SVC对AC的应用,自愈过程将减缓由于对的应用交流系统强度的负面影响,而STATCOM在DC功率和电压自愈能力上对提高配电网的自愈性能优于其他补偿设备。     

MCR型SVC装置在电渣炉中的应用

MCR型SVC装置兼具动态无功补偿与谐波滤除的功能,在鄂钢电渣炉项目中使用的MSVC装置通过投运前后的电能质量监测对比,证明其优良的无功补偿与谐波滤除功能,完全满足对电渣炉供电的电能质量的要求。随着市场的开拓与技术的进步,MSVC型动态无功补偿装置的前景将会越来越广阔。     

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.     

33rd International Conference on Ocean,Offshore and Arctic Engineering （OMAE2014）

正San Francisco,California,June 8-13,2014.OMAE 2014 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;·to exchange ideas and experiences whilst promoting technological progress and its application in industry·to promote international cooperation in ocean,offshore and arctic engineering.In line with the tradition of excellence of previous OMAE conferences,more than 900 technical papers are planned for presentation.Outreach for Engineers Specialty Forum This Specialty Forum is designed for students and professionals who may not be familiar with the Ocean and Offshore industry,as well as those who have just recently specialized in this field.     

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.     

舰艇反鱼雷技术

对目前舰艇反鱼雷技术中的非杀伤、软杀伤和硬杀伤等比较先进的手段进行了阐述,并在此基础上分析研究了舰艇反鱼雷技术的发展趋势。     

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。     

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。     

Community-Based Management for Sustainable Fisheries Resources in Phang-nga Bay,Thailand

Fishing communities, the Government of Thailand Department of Fisheries, local nongovermnental organizations, universities, the Food and Agriculture Organization of the United Nations (FAO), and FAO's Bay of Bengal Program have undertaken a partnership in management of Phang-nga Bay's coastal resources. It is the first project of its kind in Thailand, and although still in the early stages, offers insights that may contribute to our knowledge of how we can improve our management of coastal resources, including the importance of (1) building relationships within the governance process; (2) combining education, enforcement, and economic incentives to achieve compliance; (3) implementing solutions early; and (4) government support of community-based decisions. These insights reinforce trends emerging in other coastal management projects in the Asian region.