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彭水水电站水轮发电机组第一次设计联络会召开
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作者 长江 《人民长江》 北大核心 2004年第5期18-18,共1页
关键词 彭水水电站水轮发电机组第一次设计联络会 水轮发电机组 水力设计 土建工程
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大河内电站400MW变速抽水蓄能机组的设计及动态响应特性 被引量:16
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作者 桑原尚夫 代永成 《水利水电快报》 1997年第3期1-5,共5页
日本关西电力公司大河内电站400MW世界最大变速抽水蓄能机组于1993年12月3日投运。该机组在O.2s内至少可以以32MW(在发电工况下)和80MW(在水泵工况下)为一级改变功率。介绍该机组控制系统的主要设计问题,并根据典型的示波图阐述... 日本关西电力公司大河内电站400MW世界最大变速抽水蓄能机组于1993年12月3日投运。该机组在O.2s内至少可以以32MW(在发电工况下)和80MW(在水泵工况下)为一级改变功率。介绍该机组控制系统的主要设计问题,并根据典型的示波图阐述机组的实际性能。 展开更多
关键词 抽水蓄能水电站 发电机组设计 变速 动态响应
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Design of Large-Scale Prestressing Bucket Foundation for Offshore Wind Turbines 被引量:24
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作者 练继建 丁红岩 +1 位作者 张浦阳 于瑞 《Transactions of Tianjin University》 EI CAS 2012年第2期79-84,共6页
The key in the force transmission between the tower and the foundation for offshore wind turbines is to transfer the large moment and horizontal loads. The finite element model of a large-scale prestressing bucket fou... The key in the force transmission between the tower and the foundation for offshore wind turbines is to transfer the large moment and horizontal loads. The finite element model of a large-scale prestressing bucket founda- tion for offshore wind turbines is set up and the structural characteristics of the arc transition structure of the founda- tion are analyzed for 40-60 channels(20-30 rows) arranged with prestressing steel strand under the same ultimate load and boundary conditions. The mechanical characteristics of the key parts of the foundation structures are illus- trated by the peak of the principal tensile stress, the peak of the principal compressive stress and the distribution areas where the principal tensile stress is larger than 2.00 MPa. It can be concluded that the maximum principal tensile stress of the arc transition decreases with the increasing number of channels, and the amplitude does not change signifi- cantly; the maximum principal compressive stress increases with the increasing number of channels and the amplitude changes significantly; however, for the distribution areas where the principal tensile stress is larger than 2.00 MPa, with different channel numbers, the phenomenon is not obvious. Furthermore, the principal tensile stress at the top of the foundation beams fluctuantly increases with the increasing number of channels and for the top cover of the bucket, the principal tensile stress decreases with the increasing number of channels. 展开更多
关键词 offshore wind power large-scale prestressing bucket foundation arc transition structural design
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Electromagnetic design and dynamic analysis of large turbo-generator 被引量:2
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作者 WANG Yi-xuan WANG Ying +1 位作者 LIU Xin QIU Hai-fei 《Journal of Energy and Power Engineering》 2009年第12期19-28,共10页
Through a great deal calculation, the design and simulation analysis of stator parametric and rotor electromagnetic system of 1000MW turbo-generator are performed by using Ansoft Maxwell Rmxprt12.1 software. Besides. ... Through a great deal calculation, the design and simulation analysis of stator parametric and rotor electromagnetic system of 1000MW turbo-generator are performed by using Ansoft Maxwell Rmxprt12.1 software. Besides. the basic parameters of the generator, the geometry dimensions of the stator and rotor, type and sizes of the slots, coils and windings parameters and the way of windings connection are determined. The finite element model of electromagnetic systems of generator stator and rotor was constructed by Ansoft Maxwe112D3D 12.1, and the transient electromagnetic characteristics of generator was analyzed and simulated. The 3D geometric models of turbo-generator were established respectively by using PROE software, and the dynamic finite element model of generator structure was built by ANSYS workbench 11.0. In addition, the dynamic characteristics of stator iron core, stator frame were calculated respectively. The simulation calculation has shown that the structural parameters, material parameters, and the electromagnetic characteristics parameters for large turbogenerator that are put forward by this paper should be optimal. and the design plan and method suggested by this paper should be feasible. The paper provides an effective solution for the development of larger turbo-generator than 1000 MW. 展开更多
关键词 large turbo-generator electromagnetic design finite element method: dynamic simulation: optimization design
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The design and practice of giant hydro turbine generating units of Three Gorges Project
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作者 Shao Jianxiong Liu Jingwang Yuan Dafu 《Engineering Sciences》 EI 2011年第3期88-95,共8页
The main technical problems that should be considered in the design of hydro-turbine generating units of Three Gorges Project (TGP) are analyzed;the key technical researches performed are summarized,and the parameters... The main technical problems that should be considered in the design of hydro-turbine generating units of Three Gorges Project (TGP) are analyzed;the key technical researches performed are summarized,and the parameters of hydro-turbine generating units are optimized through the study on key technical problems.The unit operation indicates that the performance of the hydro-turbine generating units is excellent,and the units can operate in a safe,stable and highly efficient mode for a long term.Therefore,it is verified effectively that the general technical design of units is scientific and rational. 展开更多
关键词 Three Gorges Project (TGP) 700 MW hydro-turbine generating unit unit capacity design and research operation stability practice
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Design Methodology Research of the Floating Foundation for the Offshore MW-Rating Wind Turbine
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作者 Rongfu Li Haifei Zhu Tingting Wang 《Journal of Energy and Power Engineering》 2014年第5期882-889,共8页
With the rapid growth of the offshore wind industry, the innovative floating offshore wind turbine is chosen as the most feasible device to harvest the vast wind energy in deep water area. However there is no practica... With the rapid growth of the offshore wind industry, the innovative floating offshore wind turbine is chosen as the most feasible device to harvest the vast wind energy in deep water area. However there is no practical design guide for the floating wind turbine especially the floating foundation. In this paper, based on the investigation on the worldwide floating wind turbine and current available expertise on floating platforms accumulated in offshore O/G (oil and gas) industry, an integrated design methodology is presented according to the specialized characteristics of wind turbine, including the type selection of foundation and mooring system, design standard, design procedure, design conditions, key technologies involved. Finally a semi-submersible floating foundation is designed to support certain megawatt-rating wind turbine of Goldwind and also performance analysis and code checks are performed to validate the design. The design method of the floating foundation provided in this paper is proved feasible and can be adopted in practical engineering design. 展开更多
关键词 Floating foundation mooring system integrated design method code check coupled dynamic analysis.
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