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目前,船舶应用领域的直流脉冲发电机系统设计一般采用相关工程计算和经验确定设备,再通过设备联调来确定系统相关参数,存在设计周期相对较长,控制方式不一定最优等问题.本文借助Matlab/Simulink工具箱,在分析直流发电机数学模型的基础上,通过等效电路方法建立了电枢电流模块、机械回路模块等独立模块,搭建了直流脉冲发电机系统仿真模型,仿真试验验证了系统模型的正确性.该系统模型可为直流脉冲发电机系统设计、控制方法的选择、相关参数的修改等提供依据. 相似文献
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在十二相同步发电机基本数学模型的基础上,根据整流绕组各参数间的等值关系,推导出其磁链方程及等效电路,并基于MATLAB/simulink的仿真环境建立了该型发电机的仿真模型。该模型考虑了整流绕组之间互感不相等的情况,使其更符合实际。利用此模型可以更方便地研究十二相同步整流发电机系统的各项性能。最后通过实机试验检验了模型的正确性。 相似文献
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针对海上平台多种新能源构成的电力电子化直流微网系统具有低惯量、弱阻尼特性,以及海上新能源强的间歇性所引起的微网系统稳定性问题,在风力发电单元、光伏发电单元的接口直流变换器中,采用主动式虚拟直流发电机技术,即接口变换器的控制系统中加入直流发电机机械方程和电磁特性方程,使其具有直流发电机惯量特性与阻尼特性,减缓在风光发电单元出力突变时对母线电压冲击,以提高直流微网系统惯性。建立虚拟直流发电机控制小信号模型,分析其中惯量系数和阻尼系数对于系统稳定性影响机理,利用小信号线性模型根轨迹获得参数的优化设计准则。仿真结果表明,采用所提出的虚拟直流发电机控制方法极大弱化风光间歇性对于母线电压冲击的影响,同时提高了弱电网特性下微网稳定性,验证了该方法理论正确性与可行性,在新能源独立供电弱网条件下具有广泛的应用前景。 相似文献
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研究在综合电力系统中压直流侧突加负载时系统侧瞬时电压变化的计算方法。在十二相同步发电机的降阶等效模型基础上,基于其等效三相发电机整流系统直流侧突加阻性负载瞬时电压计算式,给出基于综合电力系统多台十二相同步发电机组并联运行下的瞬态电压降估算方法,并用1组算例数据和仿真模型,验证单机压降计算方法的有效性。 相似文献
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《船舶与海洋工程学报》2014,(1):126-126
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. 相似文献
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《船舶与海洋工程学报》2014,(2)
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. 相似文献
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《船舶与海洋工程学报》2014,(1)
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. 相似文献
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Lynne Zeitlin Hale Mark Amaral Abdulrahman S. Issa B. A. J. Mwandotto 《Coastal management》2013,41(1):75-85
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. 相似文献
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Donna J. Nickerson-Tietze 《Coastal management》2013,41(1):65-74
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. 相似文献
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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. 相似文献
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文章详细分析了单相VSR型PWM整流器的整流原理,建立了电流内环,电压外环的单相VSR型PWM整流控制器的数学模型和逻辑框图。在MATLAB/Simulink软件环境中进行了仿真,分析了模型的可行性。 相似文献