共查询到18条相似文献,搜索用时 140 毫秒
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对国内外海上风电机组基础结构设计规范和相关标准进行了对比研究,结合我国海上风电机组基础结构设计开发中遇到的问题,论述海上风电机组基础结构设计中关于安全理念和设计荷载的设计方法和标准;分析对比各国规范对海上风电机组基础结构设计的推荐做法,剖析各国规范的设计理念和方法;比较海上风电机组基础结构与海洋石油平台在设计理念和设计标准方面的异同,并根据海上风电和海洋油气的行业特点,分析海上风电机组基础结构设计规范和海洋石油平台设计规范对于海上风电机组基础结构设计的适用性。在此基础上,基于我国海洋工程技术和海上风电产业的发展水平,提出发展我国海上风电机组基础结构的设计建议,指出我国海上风电开发中应注意和避免发生的问题。 相似文献
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为掌握我国海上风电发展规模和趋势,进而为海上风电发展决策提供参考,文章基于灰色系统理论的3种模型,对全国和主要沿海地区海上风电发展规模和趋势作出预测。研究结果表明:装机量可作为海上风电发展规模的预测指标;通过历史数据模拟,GM(1,1)比NDGM和DGM(2,1)的拟合效果更好且预测精度较高,适用于海上风电装机量预测;GM(1,1)对海上风电发展的短期(1~3年)预测准确率较高,而中长期(5~10年)预测准确率有待检验;海上风电主要地区的装机量将持续增长,但各地区呈现不同的增长率;江苏海上风电发展在多年快速增长后可能放缓,广东和福建有望“接棒”江苏而成为海上风电大省;国内海上风电产业仍处于成长阶段,经济稳妥的发展策略是必然选择。 相似文献
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The BIO Mark 8 thrust anemometer measures the drag of the wind on a perforated table tennis ball mounted on a vertical beam. The tri-axial displacement of the beam is sensed by eddy current proximity sensors. This anemometer has a flat frequency response from 0 to 10 Hz and can measure wind from 0 to 28 m s−1 at temperature from − 19 to + 28°C. It is designed for remote operation for extended periods of time such as on stable towers at sea. 相似文献
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Offshore guyed tower platforms belong to the group of compliant offshore platforms which are most suited for deep water exploration. The basic feature of compliant offshore platforms is that they are designed to move with the waves, in at least some degrees-of-freedom. As far as excitation of wave frequencies is concerned, the system opposes wave forces by inertial effects. The offshore guyed tower derives its stability against lateral movement from its mooring system.In this study, the response of offshore guyed towers to random forces generated by wind and wave is investigated. The exposed portion of the tower is subjected to the action of turbulent wind, while the submerged portion is acted upon by random wave forces. The analysis includes the nonlinearities due to the Morison equation of drag force, the variable submergence effect due to waves, the instantaneous position of the tower and force excursion relation of the mooring lines. A parametric study is conducted to investigate the behaviour of the tower under waves, and the combined effect of wind and wave forces. 相似文献
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Real-time monitoring of wind and surface waves in Otsuchi Bay, Iwate, Tohoku, Japan, commenced in October 2012, using a mooring buoy with an ultrasonic anemometer and a single-mode GPS wave sensor. Wind and wave data are distributed hourly in real time via the Internet along with a chart of their time series. We analyzed data monitored in the first 3 months in order to assess the variability and occurrence of wind and waves and to elucidate the main reasons for wave variation in Otsuchi Bay. The monitoring data revealed that surface waves in the bay were predominantly affected by swells propagated from the northeastern offshore region and that the wave height was significantly correlated with the component of wind velocity toward Otsuchi Bay in the northeastern offshore region that faces the bay mouth. The offshore wind field was expected to provide information useful for predicting coastal waves in a ria bay in Sanriku such as Otsuchi Bay. However, it should be emphasized that the horizontal distribution of the offshore wind field which has a significant effect on the surface waves in a ria bay depends heavily on the topographic shape of the bay. 相似文献
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On the basis of the data of laboratory, model, and field investigation of the characteristics of a proposed cup anemometer, we obtain the following results: the distance constant is equal to 0.32 m with a mean-square deviation of 0.05 m, which is smaller than for the other anemometers of this type by an order of magnitude, the dynamic characteristics of the anemometer are linear for typical conditions of atmospheric turbulence, the variance and spectrum of noises (as a result of transformation of pulsed signals at the output of the anemometer) are described by universal functions with known parameters, the transmission bandwidth is approximately equal to 2 Hz for wind velocities lower than 5 m/sec and up to 5 Hz for higher wind velocities, and the errors of measurements of the mean wind velocity and the characteristics of the longitudinal component of velocity are approximately equal to 1 and 3%, respectively. The dimensions and weight of the anemometer are quite small, which enables one to perform long-term measurements of the characteristics of wind velocity for all types of platforms within broad ranges of hydrometeorological conditions. 相似文献
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海上风电场基础结构设计综述 总被引:1,自引:0,他引:1
针对我国海上风电场开发建设的现状和发展趋势,结合海上风电场基础结构设计研发现状和存在的问题,探讨海上风电场基础结构设计的关键问题——设计理念、设计方法和设计标准等,分析海上风电场基础结构的结构、荷载和服役特点,分析海上风电场基础结构与水工结构和海洋石油平台设计的异同。并根据海上风电和海洋石油的行业特点,分析API规范和DNV规范对于海上风电场基础结构设计的适用性,阐述了海上风电场基础结构设计的特殊性、荷载取值和参考标准等问题。基于我国海洋工程技术发展水平和海上风电产业的发展趋势,提出发展适合我国国情的海上风电场基础结构型式及设计,指出我国海上风电产业发展应注意和避免发生的问题。 相似文献
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针对国内海上风电基础设计没有统一的规范及标准,为提升海上风电基础设计建设的水平,通过对东南沿海某海域海上风电基础的设计进行了有限元计算分析论证,验证了群桩高承台结构设计方案的设计方法和设计参数。分析结果表明该设计的最大应力主要发生在塔筒底座与承台接触部位及钢管桩与承台连接段,应在连接部位加强措施处理;基础竖直位移较小,水平位移相对较大;分界部位应力较集中,刚度不能顺畅过渡,可考虑填充碎石土等方法加强。本研究对海上风电基础设计技术的研究与探索,可为将来制定中国海上风电行业标准提供可靠的依据,对中国未来大批量的海上风电能源的开发有着重要意义。 相似文献
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海上风力发电结构动力研究进展 总被引:2,自引:0,他引:2
海上风力发电场的建设正在向大型化和规模化发展,以海上风力发电结构的动力响应特性研究为出发点,分别从荷载组合模型、结构耦合和耗能减震措施等几个方面展开,总结了国内外目前对海上风力发电结构进行动力研究的现状,并对未来有待于进一步研究的问题进行介绍.旨在提高海上风力发电结构的设计理论,增强其抵抗灾害性破坏的能力. 相似文献
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为加强对海上风电项目的用海管理,规范海上风电产业的用海活动,促进海域空间资源的科学合理开发利用,文章采用海上风电用海权属、风机遥感影像解译和海上风电用海项目核查的数据,以2016年年底为时间节点,对江苏省海上风电用海项目的确权管理、疑似疑点疑区、项目承担企业和项目运营情况进行调查,并根据调查结果提出存在的问题和建议。研究结果表明:江苏省共确权海上风电用海项目44个,已建设40个,总建设面积为6 712.91hm~2;疑似疑点疑区海上风电用海项目有26个;项目承担企业主要包括华能国际电力股份有限公司等;已建成投产并网的海上风电用海项目有29个,总投资额近293亿元,年发电量约50kW·h,年产出额近34亿元;目前海上风电用海项目主要存在未取得海域证、部分风机偏离原批复界址范围和规划布局不合理的问题,未来应坚持保护优先和适度开发原则、规范项目管理、优化规划布局以及加强动态监测。 相似文献