海上溢油跟踪定位浮标参数分析及技术优化研究

为提高溢油浮标跟踪海上溢油油膜的精度,基于溢油浮标跟踪油膜的水动力学机理,对溢油浮标的尺寸、重量、海域位置等参数进行分析及优化,研究表明,可以根据浮标应用地理位置、海况及溢油油膜本身的性质,有针对性地选择最优的浮标设计参数,以提高溢油跟踪预测的准确性。     

风浪流成长全过程单点系泊FPS O运动低频响应极值研究

为了探求风浪流成长全过程对应的单点系泊FPSO低频响应极值,应用三维势流理论及非线性时域耦合分析方法,研究了单点系泊FPSO低频运动响应与风浪流入射角度之间的关系,得出了给定风浪流大小前提下最危险的入射角度,计算了风浪流载荷在发展、顶峰、消亡各不同阶段对应的船体低频运动响应极值。结果表明：单点系泊FPSO低频响应与风浪流入射角度密切相关,且响应最大值可能并不出现在有义波高、风速、流速最大的顶峰时期,而可能出现在有义波高、风速、流速较小但风浪流入射角度呈强非线性的发展或消亡阶段。因此,在研究单点系泊FPSO的低频响应极值时,必须考虑风浪流成长过程中的发展和消亡阶段。文中考虑了易被忽略的风浪流成长过程中入射角度呈强非线性的发展和衰亡阶段,为单点系泊FPSO低频响应特性的分析提供了有益参考。     

液化天然气船汽轮机推进系统建模与仿真

建立合理准确的液化天然气(LNG)船汽轮机推进系统数学模型与实时仿真,是研制LNG特种船轮机仿真系统的核心和关键.采用模块化建模方法和集中参数处理技术,以上海沪东中华造船厂建造的LNG船汽轮机推进系统为仿真对象,建立了LNG船汽轮机推进系统的实时仿真模块化数学模型;并进行了实时仿真试验.仿真结果与设计数据和部分试航数据进行了比较,结果表明模型具有较好的稳态精度和动态响应特性与实时性,适合于LNG特种船推进系统的实时仿真要求.目前此模型已成功应用于LNG特种船轮机仿真系统.     

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。     

跨声速轴流涡轮特性预估方法

[目的]在高亚声速和跨声速下,轴流涡轮静叶喉部出现跨声速气流,三维研究时间周期长且获取特性参数慢,为此,提出一套行之有效的涡轮特性预估方法体系.[方法]整合已有的损失模型及采用一维编程的方式预估涡轮特性,并通过三维数值模拟进行验证.[结果]研究结果显示,一维特性评估得到的级等熵滞止温比与三维的相对误差为11.53％,级...     

高速叶栅在低速状态下的叶型设计及差异研究

基于试验成本等原因,常需要把工作在高马赫数下的叶片放到低速风洞进行吹风试验获得叶型的基本气动参数,这样就需要对叶型进行重新设计来弥补由于高低速气体压缩性改变导致的变化。本文对具有高升力系数的低压涡轮叶片 T106A进行重新设计,使其在低速状态下能够匹配在高速流场中的载荷分布。在进行叶片的再设计过程中,采用改进全局优化遗传算法。在获得叶片中径位置匹配的同时,对叶顶间隙处的高低速流场进行对比分析,提出对于叶顶间隙处匹配的相关方法。     

基于非结构网格的风压分配方法

刚性模型测压风洞试验测试得到的测点风荷载一般无法直接用于结构抗风设计及风致响应计算。以结构表面风压测点作为控制点,通过多项式插值得到非结构网格并将测试得到的测点风荷载匹配至网格的节点和虚面上,以此作为计算分块风荷载、整体风荷载、节点风荷载及风致响应风荷载输入的依据。以某大跨度空间结构为例,说明了该方法的可行性、准确性和通用性。     

Influence of Length to Diameter Ratio of the Skirt on Horizontal Bearing Characteristics of Tripod Suction Jacket Foundation in Sandy Soil

The tripod foundation(TF)is a prevalent foundation configuration in contemporary engineering practices.In comparison to a single pile,TF comprised interconnected individual piles,resulting in enhanced bearing capacity and stability.A physical model test was conducted within a sandy soil foundation,systematically varying the length-to-diameter ratio of the TF.The investigation aimed to comprehend the impact of altering the height of the central bucket on the historical horizontal bearing capacity of the foundation in saturated sand.Additionally,the study scrutinized the historical consequences of soil pressure and pore water pressure surrounding the bucket throughout the loading process.The historical findings revealed a significant enhancement in the horizontal bearing capacity of the TF under undrained conditions.When subjected to a historical horizontal loading angle of 0° for a single pile,the multi-bucket foundation exhibited superior historical bearing capacity compared to a single-pile foundation experiencing a historical loading angle of 180° under pulling conditions.With each historical increment in bucket height from 150 mm to 350 mm in 100 mm intervals,the historical horizontal bearing capacity of the TF exhibited an approximately 75%increase relative to the 150 mm bucket height,indicating a proportional relationship.Importantly,the historical internal pore water pressure within the bucket foundation remained unaffected by drainage conditions during loading.Conversely,undrained conditions led to a historical elevation in pore water pressure at the lower side of the pressure bucket.Consequently,in practical engineering applications,the optimization of the historical bearing efficacy of the TF necessitated the historical closure of the valve atop the foundation to sustain internal negative pressure within the bucket.This historical measure served to augment the historical horizontal bearing capacity.Simultaneously,historical external loads,such as wind,waves,and currents,were directed towards any individual bucket within the TF for optimal historical performance.