汽轮机船舶储能方案研究

与船用内燃机相比,汽轮机由于功率提升响应较慢,存在灵活性不足的问题,同时也导致了一些安全性问题的出现。本文以增加汽轮机船舶灵活性和安全性为要点,针对各种类型汽轮机船舶的不同需求分析了多种储能方式的优缺点,提出了汽轮机船舶储能的合理方案。     

基于Modelica/Mworks的船用汽轮机级图形化建模与仿真

基于面向对象的多领域统一建模开源规范Modelica/Mworks平台,通过研究汽轮机级性能仿真数学模型,开发了针对船用汽轮机级的图形化仿真模型,并开展了数据可视化仿真。结果表明,仿真模型具有良好的模块化特征和可重用性,能够正确地反映船用汽轮机级的稳态运行特性,充分验证了模型的有效性和准确性,为船用汽轮机的仿真研究奠定了基础。     

基于PID的船用汽轮机功频控制系统

根据船用汽轮机的热力学原理与汽轮机功率模型,设计一种基于常规PID的船用汽轮机功频控制系统,并运用Matlab/Simulink仿真模块对其进行仿真计算。结果表明,当二回路负荷发生变化时,该控制系统可通过调节汽轮机的进汽量,使汽轮机的功率能够快速跟踪发电机功率的变化,并维持汽轮机的转速(频率)不变。     

DSP在舰船推进汽轮机电液控制系统的应用

数字电液控制作为舰船推进汽轮机的重要发展方向,对于提高舰船的灵活性、降低船员的劳动强度以及保障舰船安全航行有着重要的意义。本文在分析舰船推进汽轮机的工作流程以及传统控制方法的基础上,研究一种基于DSP的舰船推进汽轮机电液控制系统;提出推进汽轮机电液控制系统的整体方案;分析电液转换器的基本原理和推进汽轮机电液控制装置的基本组成部分;研究汽轮机的基本原理和推进汽轮机电液控制系统的整体结构。这对我国研究舰船推进汽轮机电液控制系统有着重要的指导作用。     

船舶汽轮机组优化设计研究

汽轮机组是船舶动力装置的重要组成部分,其重量和尺寸是影响船舶动力装置重量体积及布置的重要因素.建立包括汽轮机、冷凝器和齿轮减速器设计三部分的船舶汽轮机组数学模型,以汽轮机组重量最小为目标函数和在给定的约束条件下,采用不同的优化算法对机组进行了优化设计.与原方案相比,采用优化方案后汽轮机组重量明显减小,改进的自适应遗传算法有更好的优化性能,优化效果显著.     

汽轮机叶片损伤原因分析与防范

外来异物进入汽轮机通流往往会造成比较严重的事故。文章根据某型汽轮机通流部件损伤状况,结合汽轮机通流结构,对损伤原因和故障发生过程进行了分析。根据损伤原因,提出了相应的防范措施和建议,给后续类似问题启到了防范作用。     

船用核汽轮机转速串级前馈-反馈模糊PID控制

在船用核汽轮机装置中,其转速控制效果直接关系到机组安全性和经济性。以船用核汽轮机为研究对象,首先,建立了船用核汽轮机各个模块的数学模型,在此基础上设计了核汽轮机转速的串级前馈-反馈PID控制系统;然后,基于模糊控制原理,采用串级前馈-反馈模糊PID控制对串级前馈-反馈PID算法进行改进;最后,在不同扰动下进行了仿真实验,仿真结果表明了模糊算法在改进前馈-反馈PID控制效果方面起了显著地作用,体现了智能算法与传统算法相结合的控制思想在船用核汽轮机转速控制方面的应用前景。     

DSP在舰船推进汽轮机的电液控制系统中的应用

舰船推进汽轮机将化石燃料的内能转换为螺旋桨的机械能,为轮船提供前进的动力。由于汽轮机装载于船体的基座上,不仅受到船体振动、冲击的影响,还会受到海上恶劣气象条件的影响。因此,采用合理的舰船汽轮机控制系统具有重要的作用。本文针对舰船汽轮机的调速、调温等控制问题,采用数字信号处理器(DSP)技术设计了一种舰船推进汽轮机的电液控制系统,并对该电液控制系统的电液伺服阀、DSP控制卡等硬件和软件程序进行详细介绍。     

船用汽轮机盘车装置性能试验台设计

设计了一套测试船舶汽轮机电动盘车装置性能的通用试验台方案,该试验台可模拟盘车装置在实际汽轮机机组运行中的负载条件,准确测试盘车装置的实际输出特性,完成盘车装置的部套件性能测试。使用设计的试验台对某型船舶汽轮机电动盘车装置进行了实测,测试结果显示,盘车装置输出扭矩满足设计要求,测试结果与汽轮机实际运行状态吻合,盘车装置在机组中的使用性能良好。     

大型船舶核汽轮机的建模与仿真

核动力是现代舰船的发展方向,而在船舶核动力装置中,汽轮机是重要的动力转换设备,汽轮机的性能直接影响核动力装置的运转。本文以大型船舶核汽轮机为研究对象,用数学模型的方法对汽轮机的相关参数进行分析,给出核汽轮机的转速——功率模型,并使用MATLAB/Simulink验证该模型的正确性。     

航行工况下自升式风车安装船强度直接计算研究

自升自航式风车安装船为海洋工程专业特种船舶,在风机运输,安装中有很高的实际利用价值。采用直接计算法,对航行工况下自升自航式风电安装船的总强度进行评估。建立了船体和桩腿的有限元建模,基于三维势流理论对波浪垂直弯矩进行长期预报,得到风车安装船在典型装载工况下的设计波参数,将船舶在设计波中的重力、静水压力、水动压力、惯性力等施加到模型上进行直接强度分析,对航行工况下船体和桩腿的强度进行了校核。本文的计算方法及结果可为自升自航式风车安装船的整体强度评估、船体结构优化提供有效依据,并且对同类工程船的设计开发具有指导意义。     

基于stokes波浪理论的近海风电基础波浪荷载变化规律

针对近海风电基础所处的环境特点,参考实测资料,选取Stokes波浪理论,对作用在风电基础上的非线性波浪荷载进行了研究。计算得出了波浪特征参数确定时波浪的速度势函数、速度场函数和加速度场函数,通过分析其变化规律,计算出作用于基础的总波浪荷载的变化特征;在利用BP神经网络对波浪特征参数变量和周期内波浪荷载极值变量进行预测的基础上,获得了波浪荷载极值分布的概率密度函数。     

Ultimate load analysis of a 10 MW offshore monopile wind turbine incorporating fully nonlinear irregular wave kinematics

Loads from storm waves can in some cases be dimensioning for offshore wind turbine substructures. Accurate determination of nonlinear wave loads is therefore important for a safe, yet economic design. In this paper, the fully nonlinear waves, realized by a fully nonlinear potential wave solver OceanWave3D, are incorporated into coupled aero-servo-hydro-elastic simulations for a reduced set of wave-sensitive design load cases, in comparison with the widely used linear and constrained waves. The coupled aero-elastic simulations are performed for the DTU 10 MW reference wind turbine on a large monopile at 33 m water depth using the aero-elastic code HAWC2. Effect of the wave nonlinearity is investigated in terms of the ultimate sectional moments at tower bottom and monopile mudline. Higher ultimate moments, 5% at tower bottom and 13% at monopile mudline as maximum, are predicated when the nonlinear waves are used. It could be explained by the fact that the extreme nonlinear waves, that are close to the breaking limit, can induce resonant ringing-type responses, and hereby dominate the ultimate load responses. However, the constrained wave approach shows marginal difference compared to the standard linear wave approach. It can be concluded at least for the present configuration that the industry standard approaches (linear and constrained wave approach) underestimate the ultimate load responses on offshore wind turbines in severe sea states.     

非线性混合海况下近海风机塔筒底部载荷的动力响应

本文主要研究在非线性混合海况(即风浪和涌浪组合海况)下,以NREL 5MW_Baseline Monopile近海风机为研究对象,对其塔筒底部(基线)所受到的剪力和弯矩载荷的动力响应进行仿真。在近海风机的时域仿真中,选用了Ochi-Hubble六参数波浪谱,并编制了该谱的程序嵌入到FAST中进行编译。计算过程中,共进行了20次10 min的仿真分析。对于得到的短期载荷,给出了波高程,塔筒底部首尾向剪力和弯矩在线性与非线性不规则波作用下的时程曲线对比图。采用分块最大值法对每一次的短期载荷提取极值,并基于20次仿真所得的极值,给出了塔筒底部首尾向剪力与弯矩在线性与非线性不规则波作用下的超越概率曲线对比图。研究表明,在非线性混合海况下进行近海风机塔筒底部载荷的动力响应研究,计算结果对工程实际应用具有指导意义。     

Experimental study on dynamic response of a floating offshore wind turbine under various freak wave profiles

This study performed experimental investigation on the dynamic response of an in-place floating offshore wind turbine (FOWT) under freak wave actions. Based on the method of wave profile modulation, various freak wave profiles embedded in unidirectional Gaussian seas were generated in wave basin and the action of these waves on the FOWT was measured and analyzed, which has not been done before. The motions of FOWT were analyzed in time domain as well as time-frequency domain. The effect of freak wave parameters on FOWT motions was addressed, i.e., freak wave height, freak wave period, large crest, and deep trough. The dynamic response of FOWT was observed as a spike at the occurrence of freak wave in a conventional random wave, where the impact of freak wave can last for 17 spectral peak periods of wave. Data analysis shows that the motions of FOWT increased linearly with the freak wave height. In addition, the occurrence of freak wave induced the coupled effect on surge and pith, which was strengthen with the increase of freak wave height and wave period. Compared to a large crest, a deep trough of freak wave led to stronger motions and was supposed to be a key concern on the safety of the FOWT. The novel findings in this study provided a reference for the design of survival load on a FOWT and benchmarks for validating numerical models.     

超大型风机安装平台自升状态下的运动响应频域分析

针对自升自航式海上风机安装作业平台在风浪较大的海上风电场区域作业时风、浪、流载荷较大,影响安全的问题,基于SESAM软件,建立海上风机安装作业平台有限元模型,在频域内计算了波浪载荷和运动响应传递函数,并进行响应谱分析。结果表明,平台运动响应受波浪周期和浪向角的影响较大,当桩腿接近海底时,有可能对导致桩腿触底,在船舶设计以及船舶实际作业时应注意避免这种现象发生。     

海上风电场风机桩基局部冲刷计算

建设海上风电场时,风机所处的海洋环境十分复杂,在风、浪、流等气象水文要素的影响下,风机桩基周围会出现冲刷坑,进而影响风机基础的稳定。因此,风机桩基的局部冲刷深度是工程设计的重要参数。采用埕岛油田海洋平台桩基局部冲刷现场观测资料,对国内常用的2个计算桩基局部冲刷深度的经验公式(韩海骞公式和王汝凯公式)进行验证,运用波流合成速度代替纯潮流速度。结果表明该海域波浪对泥沙的作用不可忽略。韩海骞公式重新计算的结果与实测值吻合良好。     

Application of large eddy simulation in the performance study of wave blocker

The configuration and aerodynamic performance of the inlet system are important aspects in the process of installing a gas turbine on a naval vessel. Under the requirements, large eddy simulation （LES） is used to simulate the three-dimensional fluid flow in the wave blocker of a marine inlet filter. The Smagorinsky-Lilly sub-grid model was used to model motions of small-scale structures. During numerical simulation, the SIMPLE algorithm was applied. The central-differencing spatial discretization scheme and the second order accuracy finite difference for the temporal discretization were used. Simulation gives satisfactory distribution of the vorticity fields and turbulent kinetic energy. Compared with the k-ε turbulent model, the results of LES are better for the distribution of parameters. The results of experimental study in a small-scale wind tunnel indicate that numerical calculation has higher accuracy. Therefore, the methods used are worthy of reference and introduction for the design of an inlet system.     

栾家口和蓬莱东港区波浪特性与掩护水域波况研究

根据龙口、蓬莱海洋站实测波浪资料,分析烟台港栾家口港区和蓬莱东港区的波浪特性,结果显示该海区属于以风浪为主、涌浪为辅的混合浪。利用TK-2D的PEM波浪数学模型模拟工程前波浪,得到工程区设计波要素,栾家口港区的强浪向是偏WNW向,蓬莱东港区的强浪向是偏NE向。利用MIKE21的BW方程波浪数学模型对平面布置方案下港内的波况进行模拟。在掩护水域由于采用直立式码头,波浪发生多次反射,码头前波高较大,为减小港内波高,对方案进行优化,采用高桩等反射率小的码头结构型式,可以消散港内波能,有效减小码头前波高。     

Model test investigation of a spar floating wind turbine

Several floating wind turbine designs whose hull designs reflect those used in offshore petroleum industry have emerged as leading candidates for the future development of offshore wind farms. This article presents the research findings from a model basin test program that investigated the dynamic response of a 1:50 scale model OC3 spar floating wind turbine concept designed for a water depth of 200 m. In this study the rotor was allowed to rotate freely with the wind speed and this approach eliminated some of the undesirable effects of controlling wind turbine rotational speed that were observed in earlier studies. The quality of the wind field developed by an array of fans was investigated as to its uniformity and turbulence intensity. Additional calibration tests were performed to characterize various components that included establishing the baseline wind turbine tower frequencies, stiffness of the delta type mooring system and free decay response behaviour. The assembled system was then studied under a sequence of wind and irregular wave scenarios to reveal the nature of the coupled response behaviour. The wind loads were found to have an obvious influence on the surge, heave and pitch behaviour of the spar wind turbine system. It was observed from the experimental measurements that bending moment at the top of the support tower is dominated by the 1P oscillation component and somewhat influenced by the incoming wave. Further it was determined that the axial rotor thrust and tower-top shear force have similar dynamic characteristics both dominated by tower’s first mode of vibration under wind-only condition while dominated by the incident wave field when experiencing wind-wave loading. The tensions measured in the mooring lines resulting from either wave or wind-wave excitations were influenced by the surge/pitch and heave couplings and the wind loads were found to have a clear influence on the dynamic responses of the mooring system.