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Numerical investigation of influence of wave directionality on the water resonance at a narrow gap between two rectangular barges 被引量:4
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作者 JIN Ruijia TENG Bin +2 位作者 NING Dezhi ZHAO Ming CHENG Liang 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2017年第6期104-111,共8页
A three-dimensional time-domain potential flow model with second-order nonlinearity was applied to simulate the wave resonance in a gap between two side-by-side rectangular barges. In the model, the velocity potential... A three-dimensional time-domain potential flow model with second-order nonlinearity was applied to simulate the wave resonance in a gap between two side-by-side rectangular barges. In the model, the velocity potential was decomposed into the incident potential and unknown scattered potential which was obtained by solving the boundary integral equation. The fourth-order predict-correct method was applied to enforce the free surface conditions in the time integration. The influence of the wave direction on the first and second-order gap surface elevations was investigated. The results reveal that the incident wave angle does not affect the resonant wave frequency and the maximum surface elevation at resonance always occurs at the middle location along the gap. However, the corresponding maximum wave surface elevation at resonance varies with the incident wave angle. The location of the maximum wave elevation shifts either upstream or downstream along the gap, depending on the relative magnitude of incident wave frequency to the resonant frequency. 展开更多
关键词 side-by-side barges resonant elevation second-order time-domain model wave directionality waterresonance
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Fluid Resonance Between Twin Floating Barges with Roll Motion Under Wave Action 被引量:2
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作者 LI Shu TENG Bin 《China Ocean Engineering》 SCIE EI CSCD 2021年第6期789-801,共13页
The wave-induced fluid resonance between twin side-by-side rectangular barges coupled with the roll motion of the twin barges is investigated by both numerical simulation and physical model test.A 2D numerical wave fl... The wave-induced fluid resonance between twin side-by-side rectangular barges coupled with the roll motion of the twin barges is investigated by both numerical simulation and physical model test.A 2D numerical wave flume,based on an open source computational fluid dynamics(CFD)package OpenFOAM,is applied for the numerical simulation.After numerical validations and convergent verifications,the characteristics of the fluid resonance in the gap between the twin rolling side-by-side barges are examined.The resonant frequency of the oscillating fluid in the gap between the twin rolling barges decreases compared with that between the twin fixed barges.Generally,the twin barges roll in the opposite directions,and their equilibrium positions lean oppositely with respect to the initial vertical direction.A physical model test is carried out for a further investigation,in which the twin barges are set oppositely leaning and fixed.From the present experimental results,a linear decrease of the resonant frequency with the increasing leaning angle is found.Combined with the numerical results,the deflection of the equilibrium positions of the twin barges is a relevant factor for the resonant frequency.Besides,the effects of the gap width and incident wave height on the fluid resonance coupled with roll motion are examined. 展开更多
关键词 fluid resonance in a narrow gap roll motion of the twin barges OPENFOAM
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The influence of up-wave barge motion on the water resonance at a narrow gap between two rectangular barges underwaves in the sea 被引量:1
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作者 JIN Ruijia NING Dezhi +1 位作者 BAI Wei GENG Baolei 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2018年第11期68-76,共9页
A three-dimensional time-domain potential flow model is developed and applied to simulate the wave resonance in a gap between two side-by-side rectangular barges. A fourth-order predict-correct method is implemented t... A three-dimensional time-domain potential flow model is developed and applied to simulate the wave resonance in a gap between two side-by-side rectangular barges. A fourth-order predict-correct method is implemented to update free surface boundary conditions. The response of an up-wave barge is predicted by solving the motion equation with the Newmark-β method. Following the validation of the developed numerical model for wave radiation and diffraction around two side-by-side barges, the influence of up-wave barge motion on the gap surfaceresonance is investigated in two different locations of the up-wave barge relative to the back-wave barge at various frequencies. The results reveal that the freely floating up-wave barge significantly influences the resonance frequency and the resonance wave amplitude. Simultaneously, the up-wave barge located in the middle of the back-wave barge leads to a reduction in the resonance wave amplitude and motion response when compared with other configurations. 展开更多
关键词 side-by-side barges gap resonance time-domain model up-wave barge motion
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Coupled Responses of Sewol,Twin Barges and Slings During Salvage 被引量:1
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作者 YAO Zong WANG Wei-ping +1 位作者 JIANG Yan CHEN Shi-hai 《China Ocean Engineering》 SCIE EI CSCD 2018年第2期226-235,共10页
Korean Sewol is successfully lifted up with the strand jack system based on twin barges. During the salvage operation, two barges and Sewol encounter offshore environmental conditions of wave, current and wind. It is ... Korean Sewol is successfully lifted up with the strand jack system based on twin barges. During the salvage operation, two barges and Sewol encounter offshore environmental conditions of wave, current and wind. It is inevitable that the relative motions among the three bodies are coupled with the sling tensions, which may cause big dynamic loads for the lifting system. During the project engineering phase and the site operation, it is necessary to build up a simulation model that can precisely generate the coupled responses in order to define a suitable weather window and monitor risks for the salvage operation. A special method for calculating multibody coupled responses is introduced into Sewol salvage project. Each body’s hydrodynamic force and moment in multibody configuration is calculated in the way that one body is treated as freely moving in space, while other bodies are set as fixed globally.The hydrodynamic force and moment are then applied into a numerical simulation model with some calibration coefficients being inserted. These coefficients are calibrated with the model test results. The simulation model built up this way can predict coupled responses with the similar accuracy as the model test and full scale measurement,and particularly generate multibody shielding effects. Site measured responses and the responses only resulted from from the simulation keep project management simultaneously to judge risks of each salvage stage, which are important for success of Sewol salvage. 展开更多
关键词 SALVAGE lifting barge coupled response numerical simulation model test site measurement
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一种新型浮式综合发电平台的概念设计及其动态响应研究(英文) 被引量:1
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作者 徐立 向家涛 +2 位作者 王东辉 任泽远 房建彬 《机床与液压》 北大核心 2016年第24期63-68,共6页
参照OC3-Hywind Spar Buoy和ITI Energy Barge(以下分别简称Spar和Barge)的结构特点,提出了一种新型浮式综合发电平台的概念,根据海洋能发电的特性,构建了"风能-太阳能-波浪能"的联合发电系统,以实现多种能源的耦合互补,并以... 参照OC3-Hywind Spar Buoy和ITI Energy Barge(以下分别简称Spar和Barge)的结构特点,提出了一种新型浮式综合发电平台的概念,根据海洋能发电的特性,构建了"风能-太阳能-波浪能"的联合发电系统,以实现多种能源的耦合互补,并以我国南海作为平台工作条件,采用ANSYS的水动力学模块对平台进行了数值计算。结果表明:该平台的动态响应较小,水动力性能良好,适合在南海海域使用。 展开更多
关键词 Spar BARGE 浮式平台 综合发电 概念设计 动态响应
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基于动力特性的南海浮式风力机多准则评价 被引量:2
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作者 孟珣 田会元 李鑫 《太阳能学报》 EI CAS CSCD 北大核心 2016年第8期2062-2067,共6页
基于海上大功率风力机动力特性约束和海洋环境激励要素特征,采用理想最优多准则评估方法,综合考虑海上施工、安装、运营的环境影响、经济性能和结构水动力特性,比较评价南海环境条件下,3种不同大功率浮式风力机——Barge、Spar和TLP的... 基于海上大功率风力机动力特性约束和海洋环境激励要素特征,采用理想最优多准则评估方法,综合考虑海上施工、安装、运营的环境影响、经济性能和结构水动力特性,比较评价南海环境条件下,3种不同大功率浮式风力机——Barge、Spar和TLP的整体工作性能。研究结果表明:浮式Spar风力机为给定条件下的理想最优。该方法可用于南海风力发电深水开发结构选型和新型结构开发的综合评价及方案决策。 展开更多
关键词 海上浮式风力机 动力特性 BARGE Spar TLP 多准则评价 优劣解距离法
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Research on optimization of valve open time of the launch barge's ballast tanks
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作者 孙承猛 纪卓尚 《Journal of Marine Science and Application》 2009年第1期1-6,共6页
Launch barge is an effective tool for transporting ship segments from one place to another in shipyards. During shifting of segments onto a barge, the slideway on the barge's deck must be adjusted to maintain the sam... Launch barge is an effective tool for transporting ship segments from one place to another in shipyards. During shifting of segments onto a barge, the slideway on the barge's deck must be adjusted to maintain the same level as the wharf and also the barge must be kept level by adjusting the water in the ballast tanks. When to open the adjusting valves is an important factor influencing the barge's trim during the water-adjustment process. Because these adjustments are complex a mathematical model was formulated,after analyzing the characteristics of the process of moving the segments onto the barges deck, and considering the effects of this movement's speed and variations in tidal levels during the move. Then the model was solved by the penalty function method, the grid method, and improved simulated annealing, respectively. The best optimization model and its corresponding solution were then determined. Finally, it was proven that the model and the method adopted are correct and suitable, by calculating and analysing an example. 展开更多
关键词 launch barge STOWAGE penalty function method simulated annealing method grid method
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2种海上风力机漂浮式风电场平台动态响应对比 被引量:11
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作者 何鸿圣 李春 +3 位作者 王博 李蜀军 张立 丁勤卫 《太阳能学报》 EI CAS CSCD 北大核心 2023年第4期1-8,共8页
为研究不同海上风力机漂浮式风电场平台风浪流联合作用下动态响应,分别建立基于OC3-Hywind Spar与ITI Energy Barge平台漂浮式风力机的2×2阵列漂浮式风电场,结合辐射/绕射理论与有限元方法,使用海洋工程软件AQWA及风力机仿真软件F... 为研究不同海上风力机漂浮式风电场平台风浪流联合作用下动态响应,分别建立基于OC3-Hywind Spar与ITI Energy Barge平台漂浮式风力机的2×2阵列漂浮式风电场,结合辐射/绕射理论与有限元方法,使用海洋工程软件AQWA及风力机仿真软件FAST分别进行水动力学与气动载荷计算,分析2种漂浮式风电场平台时频响应特性。结果表明:Spar与Barge平台频域响应均集中在2.00 rad/s以下低频区域,在2种风电场中,Spar风电场各平台在垂荡、纵摇、横摇、艏摇4自由度及机舱振动加速度上稳定性较好;风电场中平台横荡、纵荡及机舱振动加速度大小与其在风电场中所处位置有关。 展开更多
关键词 海上风力机 风电场 动态响应 SPAR平台 Barge平台
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极限海况下Barge平台漂浮式风电场动态响应 被引量:5
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作者 刘青松 丁勤卫 +2 位作者 李春 邓允河 郝文星 《太阳能学报》 EI CAS CSCD 北大核心 2021年第7期398-407,共10页
为提高漂浮式风力机平台稳定性,以Barge平台漂浮式风力机为研究对象,建立共用系泊系统3×3阵列Barge平台的漂浮式风电场。以叶素动量理论为基础,利用水动力学软件AQWA并结合有限元方法,对Barge平台漂浮式风电场和单个Barge平台在极... 为提高漂浮式风力机平台稳定性,以Barge平台漂浮式风力机为研究对象,建立共用系泊系统3×3阵列Barge平台的漂浮式风电场。以叶素动量理论为基础,利用水动力学软件AQWA并结合有限元方法,对Barge平台漂浮式风电场和单个Barge平台在极限海况下考虑风波耦合作用的动态响应进行对比研究。结果表明,相较于单个Barge平台,风电场中各个平台的纵荡响应均小于单个Barge平台,位于两侧的各个平台产生不规则的横荡运动,但均较小;其次,Barge平台风电场的垂荡、纵摇及机舱加速度响应均优于单个Barge平台;同时,风电场中各平台表现出很好的首摇、横摇稳定性,波动幅度均未超过2°。研究结果验证了所建立的Barge平台漂浮式风电场的可行性,可为进一步开展新型漂浮式风电场研究提供理论依据。 展开更多
关键词 海上风力机 动态响应 自由度 BARGE 稳定性
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普通海况下驳船式平台漂浮式风电场平台动态响应研究 被引量:15
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作者 王博 丁勤卫 +1 位作者 李春 岳敏楠 《机械工程学报》 EI CAS CSCD 北大核心 2021年第6期171-183,共13页
漂浮式风力机的稳定是其正常工作的基础。在深海环境中,载荷复杂且不稳定,受其影响漂浮式风力机将产生复杂的激励运动。建立基于ITI Energy Barge平台的NREL 5 MW漂浮式风力机整机模型,提出Barge平台漂浮式风电场。通过高级程序语言编... 漂浮式风力机的稳定是其正常工作的基础。在深海环境中,载荷复杂且不稳定,受其影响漂浮式风力机将产生复杂的激励运动。建立基于ITI Energy Barge平台的NREL 5 MW漂浮式风力机整机模型,提出Barge平台漂浮式风电场。通过高级程序语言编程求解气动载荷,运用水动力学软件AQWA,采用辐射/绕射理论并结合有限元方法,对海风、波浪载荷作用下漂浮式风电场平台的动态响应进行数值仿真。频域分析结果如下:Barge平台在纵荡、垂荡和纵摇方向的响应主要集中在低频区域,其中,纵荡、垂荡响应随波浪频率增加逐渐减小,而纵摇响应先增加后减小。时域分析结果如下:漂浮式风电场平台运动轨迹关于风浪入射方向对称。较之于Barge平台,与固定悬链线相连的第一列平台垂荡运动响应稍大,但波动幅度差别可忽略不计;其纵摇和机舱稳定性均得以增强;横摇、艏摇运动幅值很小。研究表明所提漂浮式风电场平台具有良好的稳定性,为进一步的研究工作奠定了基础。 展开更多
关键词 Barge平台 漂浮式 风电场 稳定性 动态响应
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Barge平台漂浮式风力机动态响应及稳定性控制研究 被引量:1
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作者 王博 李春 +4 位作者 丁勤卫 张万福 张立 李蜀军 刘青松 《机械强度》 CAS CSCD 北大核心 2021年第6期1271-1279,共9页
将调谐质量阻尼器(TMD)配置于漂浮式风力机机舱或塔架可提高其整体稳定性,但加剧了塔基疲劳载荷。为此,在平台内部配置TMD进行减振控制,以ITI Barge平台为研究对象,建立漂浮式风力机动力学模型,研究塔顶前后和侧向位移随TMD质量、阻尼... 将调谐质量阻尼器(TMD)配置于漂浮式风力机机舱或塔架可提高其整体稳定性,但加剧了塔基疲劳载荷。为此,在平台内部配置TMD进行减振控制,以ITI Barge平台为研究对象,建立漂浮式风力机动力学模型,研究塔顶前后和侧向位移随TMD质量、阻尼及安装位置的变化规律,采用多岛遗传算法求得最优TMD参数,对比分析风波载荷作用下无TMD控制、机舱TMD控制及平台TMD控制对漂浮式风力机动态响应特性的影响。结果表明:塔顶前后和侧向位移随平台TMD参数变化较为显著,当位于相同位置处TMD质量和阻尼较大时,塔顶前后和侧向位移明显减小,平台TMD质量和阻尼不变时,塔顶前后和侧向位移随TMD位置升高逐渐减小。风波载荷作用下,TMD对漂浮式风力机动态响应控制效果较为明显,但各部位控制效果不同,塔顶侧向位移、平台横摇角及塔基横摇弯矩控制效果最为显著。此外,较之机舱TMD控制,平台TMD控制时漂浮式风力机稳定性更好。 展开更多
关键词 Barge平台 调谐质量阻尼器 多岛遗传算法 动态响应 稳定性
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普通和恶劣海况下漂浮式风电场概念设计及平台动态响应 被引量:8
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作者 李蜀军 李春 +1 位作者 王博 丁勤卫 《动力工程学报》 CAS CSCD 北大核心 2020年第12期1019-1027,共9页
为研究风、波浪、海流联合作用下漂浮式风电场平台的动态响应,建立了基于Barge平台的2×2阵列漂浮式风电场模型,根据辐射/绕射理论结合有限元方法,对比研究了单平台和多平台在普通海况和恶劣海况下的时频响应特性。结果表明:在普通... 为研究风、波浪、海流联合作用下漂浮式风电场平台的动态响应,建立了基于Barge平台的2×2阵列漂浮式风电场模型,根据辐射/绕射理论结合有限元方法,对比研究了单平台和多平台在普通海况和恶劣海况下的时频响应特性。结果表明:在普通海况下,多平台动态响应以低频为主;多平台在纵荡、垂荡和纵摇方向上的稳定性均高于单平台;在恶劣海况下,多平台运动响应主要集中在波频区;多平台在纵荡和纵摇方向上的稳定性较好,且越远离迎风浪侧,风电场平台的纵荡位移和纵摇角度越小。 展开更多
关键词 漂浮式风力机 风电场 Barge平台 动态响应
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极端海况下附配重系泊漂浮式风力机响应分析 被引量:7
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作者 李蜀军 刘青松 +1 位作者 李春 闫阳天 《太阳能学报》 EI CAS CSCD 北大核心 2022年第12期415-422,共8页
为提高风波作用下平台稳定性并降低系泊拔锚风险,提出对Barge平台系泊添加配重的新型系泊系统。基于辐射/绕射理论和有限元方法,对比系泊添加配重前后Barge平台动态响应、系泊受力及躺地长度变化,并研究配重位置的影响。结果表明:在保... 为提高风波作用下平台稳定性并降低系泊拔锚风险,提出对Barge平台系泊添加配重的新型系泊系统。基于辐射/绕射理论和有限元方法,对比系泊添加配重前后Barge平台动态响应、系泊受力及躺地长度变化,并研究配重位置的影响。结果表明:在保证系泊安全的前提下,添加配重可有效降低平台纵荡、垂荡及纵摇响应并增加系泊躺地长度;当配重距锚点约160 m时,平台纵荡响应最小且躺地长度最大,纵荡、垂荡及纵摇响应幅值分别减小41.9%、20.4%及11.8%。此外,1~4号系泊躺地长度为未加配重时的12.9、2.0、1.9及0.9倍,张力略有增大,但仍在安全范围内;1号系泊(迎风浪侧)躺地长度最小,拔锚风险最高,4号系泊(背风浪侧)添加配重后其躺地长度缩短,拔锚风险增加。 展开更多
关键词 海上风电 漂浮式风力机 动态响应 系泊 Barge平台 配重
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基于MTMD的Barge型漂浮式风力机稳定性控制研究 被引量:5
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作者 黄致谦 周蕊 +1 位作者 丁勤卫 李春 《热能动力工程》 CAS CSCD 北大核心 2018年第6期130-136,共7页
为提高漂浮式风力机的稳定性,以NREL 5 MW风力机及ITI Barge平台为控制对象,在传统单个调谐质量阻尼器(STMD)基础上提出风力机机舱及塔架中配置不同动力特性调谐质量阻尼器(TMD)的新型多重调谐质量阻尼器(MTMD)控制方法,分别研究... 为提高漂浮式风力机的稳定性,以NREL 5 MW风力机及ITI Barge平台为控制对象,在传统单个调谐质量阻尼器(STMD)基础上提出风力机机舱及塔架中配置不同动力特性调谐质量阻尼器(TMD)的新型多重调谐质量阻尼器(MTMD)控制方法,分别研究其在环境载荷作用下队海上漂浮式风力机稳定性的控制效果。研究表明:STMD及MTMD对漂浮式风力机塔顶左右位移控制效果较明显,波动范围分别减小38%和45%,稳定性分别提高41%和46%;在STMD及MTMD控制下,漂浮式风力机平台横荡和横摇降幅明显;MTMD对漂浮式风力机塔架和平台的动态响应控制效果优于STMD控制。 展开更多
关键词 漂浮式风力机 Barge平台 动态响应 MTMD 结构控制
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基于TMD的海上漂浮式风力机稳定性研究 被引量:5
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作者 汤金桦 李春 +1 位作者 丁勤卫 杨阳 《热能动力工程》 CAS CSCD 北大核心 2017年第8期111-116,共6页
海上漂浮式风力机的稳定性研究已逐渐成为风电研究的重点与热点。以NREL(国家可再生能源实验室)5 MW风力机及ITI Barge平台为研究对象,建立海上漂浮式风力机整机模型,通过配置TMD(调谐质量阻尼器),研究其对环境载荷作用下的海上漂浮式... 海上漂浮式风力机的稳定性研究已逐渐成为风电研究的重点与热点。以NREL(国家可再生能源实验室)5 MW风力机及ITI Barge平台为研究对象,建立海上漂浮式风力机整机模型,通过配置TMD(调谐质量阻尼器),研究其对环境载荷作用下的海上漂浮式风力机稳定性的控制效果。结果表明:TMD对漂浮式风力机塔架和平台的运动响应有明显的抑制效果,在TMD控制下,漂浮式风力机塔顶左右位移最大值降低近50%,稳定性提高38%;对漂浮式风力机平台的横摇及横荡运动控制效果较明显,平台横荡稳定性提高18%,横摇稳定性提高41%。 展开更多
关键词 漂浮式风力机 Barge平台 TMD 结构控制 稳定性
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系泊参数对漂浮式风力机平台的影响研究 被引量:3
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作者 汤金桦 李春 +1 位作者 叶舟 阳君 《水资源与水工程学报》 2016年第1期180-185,共6页
海上漂浮式风力机的研究已成为风电领域的重点与热点,而系泊对漂浮式风力机平台的安全有极其重要的影响,因此本文选取基于Barge平台的NREL 5MW漂浮式风力机作为研究对象,研究系泊参数对漂浮式风力机动态响应及系泊缆张力的影响。结果表... 海上漂浮式风力机的研究已成为风电领域的重点与热点,而系泊对漂浮式风力机平台的安全有极其重要的影响,因此本文选取基于Barge平台的NREL 5MW漂浮式风力机作为研究对象,研究系泊参数对漂浮式风力机动态响应及系泊缆张力的影响。结果表明:系泊直径和系泊长度的变化对漂浮式风力机纵摇及系泊缆顶端张力影响较大,对垂荡和纵摇影响较小;当系泊直径为0.3m时,纵荡位移偏移量达到最大,系泊缆顶端张力达到最小;随着系泊长度的增长,纵荡位移不断增大,系泊缆顶端张力不断减小。 展开更多
关键词 漂浮式风力机 Barge平台 系泊参数 动态响应
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Status and challenges of Chinese deepwater oil and gas development 被引量:15
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作者 Chen Wei 《Petroleum Science》 SCIE CAS CSCD 2011年第4期477-484,共8页
There have been nearly 33 oil and gas fields with billions bbl resources found in deepwater areas all over the world since 1970,so deepwater areas are of prime importance for petroleum exploration and development.With... There have been nearly 33 oil and gas fields with billions bbl resources found in deepwater areas all over the world since 1970,so deepwater areas are of prime importance for petroleum exploration and development.With the achievements of a series of deepwater petroleum exploration technology projects in the USA,Europe and Brazil,the GOM,Brazil and West Africa are becoming the focus of deepwater oil and gas exploration.The oil productivity derived from deepwater areas exceeds that of shallow water areas in GOM and Brazil since 2001.Deepwater is becoming very important for petroleum industries and the top area of technology innovations.On the basis of analyses of world deepwater technological innovations,this paper briefly introduces the history of the China National Offshore Oil Corporation (CNOOC),and then presents the status and challenges of Chinese deepwater oil and gas development. 展开更多
关键词 DEEPWATER subsea production system semi-submersible units pipeline-laying barge flow assurances
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An Overview of Deepwater Pipeline Laying Technology 被引量:19
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作者 李志刚 王琮 +1 位作者 何宁 赵冬岩 《China Ocean Engineering》 SCIE EI 2008年第3期521-532,共12页
The technology and methods involved in pipeline laying in shallow water have evolved to the level of routine and commonplace. However, regarding the unexpected deepwater complexity, the traditional pipeline laying tec... The technology and methods involved in pipeline laying in shallow water have evolved to the level of routine and commonplace. However, regarding the unexpected deepwater complexity, the traditional pipeline laying techniques have to confront many new challenges arisen from the increase of the water depth, diameter of the pipe and the welding difficuhy, all of which should be modified and/or innovated based on the existed mature experiences. The purpose of this investigation is to outline the existing and new engineering laying techniques and the associated facilities, which can provide some significant information to the related research. In the context, the latest deepwater pipeline laying technology and pipe laying barges of the renowned companies from Switzerland, Norway, Italy etc., are introduced and the corresponding comparison and discussion are presented as well. 展开更多
关键词 DEEPWATER PIPELINE pipeline installation method pipe laying barge/vessel
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Study on TMD Control on Stability Improvement of Barge-Supported Floating Offshore Wind Turbine Based on the Multi-Island Genetic Algorithm 被引量:8
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作者 DING Qin-wei LI Chun +3 位作者 CHENG Shan-shan HAO Wen-xing HUANG Zhi-qian YU Wan 《China Ocean Engineering》 SCIE EI CSCD 2019年第3期309-321,共13页
A floating offshore wind turbine (FOWT) has a great potential in producing renewable energy as offshore wind resource is rich in deep sea area (water deeper than 60 m) where fixed foundations are cost-effective or dep... A floating offshore wind turbine (FOWT) has a great potential in producing renewable energy as offshore wind resource is rich in deep sea area (water deeper than 60 m) where fixed foundations are cost-effective or deployable. However, compared with a fixed-bottom installation, FOWT has to suffer more extreme loads due to its extra degrees of freedom. Therefore, the stability of an FOWT is a key challenge in exploiting offshore deep-water wind. Focusing on the stability of barge-type FOWT, this paper is to investigate the effect of passive structural control by equipping a tuned mass damper (TMD) on the nacelle. The turbulent wind with sharp fluctuations is established both in velocity and inflow direction based on standard Kaimal turbulence spectrum as suggested in the standard IEC61400-2. The irregular wave is generated according to the Pierson-Moskowitz spectrum. The dynamic structural characteristics of FOWT are calculated based on the fully coupled aero-hydro-servo-elastic solver FAST. Evidence has shown that the proposed method of the nacelle-based TMD is effective in controlling stability of an FOWT, as the sway and roll motions of barge and the side-side displacement of tower top decreased significantly. With the increase of mass, the side-side displacement of tower-top and the amplitude of roll motion of barge reveal a trend of increasing first and then decreasing. The stiffness and damping have little effect. Furthermore, the multi-island genetic optimization algorithm (MIGA) is employed to find globally optimum structural parameters (mass, stiffness and damping) of the TMD. The optimum structure parameters of TMD are achieved when the mass is 21393 kg, damping is 13635 N/(m/s) and stiffness is 6828 N/m. By adopting the optimized TMD, stability of roll motion of barge and side-side displacement of tower-top increase up to 53% and 50% respectively when compared with the normal TMD. The simulation results verify the validity and reliability of the proposed TMD control and the optimization methods. 展开更多
关键词 FOWT BARGE TMD MIGA wind wave STABILITY
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Dynamic Response of Offshore Wind Turbine on 3×3 Barge Array Floating Platform under Extreme Sea Conditions 被引量:5
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作者 LIU Qing-song MIAO Wei-pao +3 位作者 YUE Min-nan LI Chun WANG Bo DING Qingwei 《China Ocean Engineering》 SCIE EI CSCD 2021年第2期186-200,共15页
Offshore wind farm construction is nowadays state of the art in the wind power generation technology.However,deep water areas with huge amount of wind energy require innovative floating platforms to arrange and instal... Offshore wind farm construction is nowadays state of the art in the wind power generation technology.However,deep water areas with huge amount of wind energy require innovative floating platforms to arrange and install wind turbines in order to harness wind energy and generate electricity.The conventional floating offshore wind turbine system is typically in the state of force imbalance due to the unique sway characteristics caused by the unfixed foundation and the high center of gravity of the platform.Therefore,a floating wind farm for 3×3 barge array platforms with shared mooring system is presented here to increase stability for floating platform.The NREL 5 MW wind turbine and ITI Energy barge reference model is taken as a basis for this work.Furthermore,the unsteady aerodynamic load solution model of the floating wind turbine is established considering the tip loss,hub loss and dynamic stall correction based on the blade element momentum(BEM)theory.The second development of AQWA is realized by FORTRAN programming language,and aerodynamic-hydrodynamic-Mooring coupled dynamics model is established to realize the algorithm solution of the model.Finally,the 6 degrees of freedom(DOF)dynamic response of single barge platform and barge array under extreme sea condition considering the coupling effect of wind and wave were observed and investigated in detail.The research results validate the feasibility of establishing barge array floating wind farm,and provide theoretical basis for further research on new floating wind farm. 展开更多
关键词 BARGE floating platform extreme sea conditions dynamic response STABILITY
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