高升阻比翼型优化及其节能轴支架设计

用Eppler的叶剖面设计方法与解N-S方程相结合的方法进行水翼剖面的优化，并给出了将其应用到螺旋桨节能轴支架设计中获得的显著节能效果的试验结果，空泡试验结果也证明了这种设计方法是成功的。节能轴支架的设计思想还被推广应用到单桨船上，开发出了扇形预旋导管。     

多桨船的节能轴支架

本文简述了多桨船节能轴支架的节能原理,扼要介绍了一艘双桨海洋调查船和一艘三桨高速艇采用这种支架后经船模自航试验证实的节能效果:前者可节能11.9％,相当提高航速0.55kn,后者节能6.5％,相当提高航速0.9kn.     

多桨船双臂支架空泡性能优化及其对螺旋桨空泡性能影响研究

水面多桨船舶在高速航行时,其双臂支架极易产生较强的不稳定的片状空泡,此空泡不仅会增加支架空泡剥蚀的风险,还会因为支架空泡的存在,加大伴流的不均匀性,从而增加螺旋桨叶片上空泡的不稳定性。本文采用新型双臂支架设计、加工、装配方法,在大型循环水槽内利用全附体船舶模型进行了双臂支架空泡性能优化的系列试验。试验结果表明,支架空泡性能对其角度的变化极为敏感,合适的支架角度不仅能显著改善支架本身的空泡性能,亦可改善螺旋桨叶片上的空泡特性。     

空泡螺旋桨升力面理论设计方法

本文提供了一个局部空泡和超空泡同时存在的空泡螺旋桨或超空泡螺旋桨的升力面理论设计方法。在设计的第一阶段，基于由二元超空泡翼型的线性涡分布面元法获得的一元超空泡翼型性能，应用娄勃氏诱导因子方法升力线理论初步确定空泡螺旋浆的几何形状，如：桨叶轮廓、剖面形状、径向负荷分布和螺距分布等。然后，用局部空泡和超空泡螺旋桨的升力面性能预报方法计算设计桨的几何形状和性能，并对设计桨进行 ，最后得到考虑了三因次影响后满足设计要求的空泡螺旋桨。     

谈谈艉轴支架包壳

为满足船舶节能需要，可对双桨和多桨船舶采用加装艉轴支架包壳的方法。文中就此工艺的减阻机理，施工方案，节能效果进行了详细的分析和介绍。     

应用均匀设计方法优选双臂支架臂角度

合理地选择支架臂角度十分重要,它能够使附体的阻力减小,达到节能的效果,而且可以减少或推迟空泡起始,使舰船的激振力减少。本文采用均匀设计的方法安排支架臂角度的优选试验,并获得成功,使该船在设计航速时有5％的节能效果。     

基于多目标粒子群算法的翼剖面优化设计

船舶桨舵等装置均有水翼剖面组成,为了得到水动力性能更好的桨舵装置,需要对水翼进行优化设计。基于iSIGHT优化平台,采用粒子群优化算法,以保证水翼剖面升阻比和改善水翼表面压力分布为优化目标,进行多目标水翼优化。通过改变水翼剖面的拱度分布和厚度分布进行优化设计。优化后得到的最优剖面相对于原始剖面,明显增加了剖面的最小压力系数,并适当提高了升阻比,从而提高了水翼剖面的空泡性能和升力性能。因此,验证了利用多目标粒子群算法进行翼型优化设计的可行性。     

Eppler方法控制参数对翼剖面性能的影响

利用Eppler方法进行新型抗空泡翼剖面设计。系统研究了剖面设计参数对空泡性能的影响,并探讨了空泡特性与叶剖面参数(最大厚度及厚度分布)之间的关系。研究了控制参数对翼型剖面形状的影响。根据叶剖面设计理论,给出了剖面性能优化的设计方法以及参数的选择标准,并利用该方法设计出新的翼型剖面,并与NACA系列剖面空泡性能进行对比。计算表明,新的翼型剖面具有较好的空泡性能。     

53000t散货船节能优化的改造技术研究

为有效提升53000 t散货船的能效水平,降低运营碳强度,通过建立对船+桨前节能装置+高效桨+舵整体系统相互干扰的流场、阻力和自航性能预报的CFD技术体系,对原船螺旋桨进行优化设计,并开发出与新设计桨相互匹配的前置伴流导轮和消涡鳍2个附体节能装置,分别起到改善螺旋桨进流及消除螺旋桨尾部毂涡的作用.船模试验表明:通过本次...     

5万吨散货船型线优化及节能导轮设计研究

随着对船舶能耗和排放要求的不断提高,绿色船型的开发、创新型节能技术的应用日益受到航运界和造船界的广泛关注。针对一型5万吨散货船,在满足排水量、总布置要求以及减少压载水总量的条件下,采用计算流体动力学方法开展了线型优化。在最终优化线型的基础上进行了节能导轮的优选设计,提出了与船尾适配的椭圆型导轮方案,进一步提高了船舶的能效。在水池开展了快速性对比试验,试验结果表明节能导轮在设计点处具有4.3%的节能效果,且加装了节能导轮的船型方案快速性能优异,满足设计指标。     

第十二届深水操作会议和展览会(英文)

正November 4-6,2014Moody Gardens HotelConvention Center/Galveston,TX The Deepwater Operations Conference and Exhibition is celebrating its 12th anniversary this year.This growing event will continue the tradition of excellence in addressing operational challenges involved in developing deepwater resources.We will return to the Moody Gardens Hotel and Convention Center on November 5-7,2014 in Galveston,Texas.     

The 11th International Conference on Hydrodynamics (ICHD 2014)

正19–24 October 2014 SingaporeCONFERENCE THEMES The overall aim of the ICHD Conference is to provide a forum for participants from around the world to review,discuss and present the latest developments in the broad discipline of hydrodynamics and fluid mechanics.The first International Conference on Hydrodynamics(ICHD)was initiated in 1994 in Wuxi,China.Since then,9 more ICHD conferences were held subsequently in Hong Kong,Seoul,Yokohama,Tainan,Perth,Ischia,Nantes,Shanghai and St Petersburg.Evidently the ICHD conference has become an important event among academics,researchers,engineers and operators,working in the fields closely related to the science and technology of hydrodynamics.The 11th ICHD will be held in Singapore in 2014.     

33rd International Conference on Ocean,Offshore and Arctic Engineering （OMAE2014）

正San Francisco,California,June 8-13,2014.OMAE 2014 is the ideal forum for researchers,engineers,managers,technicians and students from the scientific and industrial communities from around the world to:·meet and present advances in technology and its scientific support;·to exchange ideas and experiences whilst promoting technological progress and its application in industry·to promote international cooperation in ocean,offshore and arctic engineering.In line with the tradition of excellence of previous OMAE conferences,more than 900 technical papers are planned for presentation.Outreach for Engineers Specialty Forum This Specialty Forum is designed for students and professionals who may not be familiar with the Ocean and Offshore industry,as well as those who have just recently specialized in this field.     

Catalyzing Coastal Management in Kenya and Zanzibar: Building Capacity and Commitment

Site-based projects were initiated in Chawka Bay-Paje, Zanzibar, and Nyali-Bamburi-Shanzu, Kenya, to demonstrate the benefits of an integrated coastal management (ICM) approach for addressing coastal issues such as tourism development and enhancement of resource-dependent village economies in eastern Africa. A two-year, multidonor project used three primary strategies to make rapid, but sustainable, progress toward ICM. These included using interagency government teams for ICM planning, adopting an internationally recognized framework for ICM as a project ''road map,'' and explicitly incorporating capacity-building strategies into all aspects of the project. Within two years, integrated ICM action strategies, prepared through participatory processes, were being implemented at both sites, and both teams were working to expand the scale and scope of ICM in their nation. More importantly, the project helped create committed, capable, interagency groups that continue to work together to address urgent ICM issues.     

A simplified method for reliability- and integrity-based design of engineering systems and its application to offshore mooring systems

This paper presents a simplified method for the reliability- and the integrity-based optimal design of engineering systems and its application to offshore mooring systems. The design of structural systems is transitioning from the conventional methods, which are based on factors of safety, to more advanced methods, which require calculation of the failure probability of the designed system for each project. Using factors of safety to account for the uncertainties in the capacity (strength) or demands can lead to systems with different reliabilities. This is because the number and arrangement of components in each system and the correlation of their responses could be different, which could affect the system reliability. The generic factors of safety that are specified at the component level do not account for such differences. Still, using factors of safety, as a measure of system safety, is preferred by many engineers because of the simplicity in their application. The aim of this paper is to provide a simplified method for design of engineering systems that directly involves the system annual failure probability as a measure of system safety, concerning system strength limit state. In this method, using results of conventional deterministic analysis, the optimality factors for an integrity-based optimal design are used instead of generic safety factors to assure the system safety. The optimality factors, which estimate the necessary change in average component capacities, are computed especially for each component and a target system annual probability of system failure using regression models that estimate the effect of short and long term extreme events on structural response. Because in practice, it is convenient to use the return period as a measure to quantify the likelihood of extreme events, the regression model in this paper is a relationship between the component demands and the annual probability density function corresponding to every return period. This method accounts for the uncertainties in the environmental loads and structural capacities, and identifies the target mean capacity of each component for maximizing its integrity and meeting the reliability requirement. In addition, because various failure modes in a structural system can lead to different consequences (including damage costs), a method is introduced to compute optimality factors for designated failure modes. By calculating the probability of system failure, this method can be used for risk-based decision-making that considers the failure costs and consequences. The proposed method can also be used on existing structures to identify the riskiest components as part of inspection and improvement planning. The proposed method is discussed and illustrated considering offshore mooring systems. However, the method is general and applicable also to other engineering systems. In the case study of this paper, the method is first used to quantify the reliability of a mooring system, then this design is revised to meet the DNV recommended annual probability of failure and for maximizing system integrity as well as for a designated failure mode in which the anchor chains are the first components to fail in the system.     

含裂纹钢板复合材料修补强度和刚度数值分析

用ANSYS有限元分析软件对复合材料补片修复含边裂纹和中心裂纹钢板的强度和刚度进行了数值分析.引入相对刚度的概念,研究了钻有止裂孔裂纹的长度对损伤钢板相对刚度的影响,分析了损伤钢板刚度复合材料贴片修补效果;引入屈服载荷提高率的概念,分析了损伤钢板强度的修复效果.     

舰艇反鱼雷技术

对目前舰艇反鱼雷技术中的非杀伤、软杀伤和硬杀伤等比较先进的手段进行了阐述,并在此基础上分析研究了舰艇反鱼雷技术的发展趋势。     

混凝土道路、堆场面层裂缝的产生与防治

从混凝土道路、堆场的各个结构层分析裂缝产生的原因,并针对性地说明预防措施,阐述裂缝维修方法。     

利比亚米苏拉塔市萨瓦瓦区5000套住宅项目中心区设计

从确定符合项目实际情况的设计原则入手,通过利比亚米苏拉塔市萨瓦瓦住宅区中心区总体布局和建筑设计两个方面的设计实践,探讨了"传统、现代与文脉"这一当今时代无法回避的文化议题。并且针对具有鲜明文化、宗教和气候特征的建筑设计的特点、方法与风格进行了总结,为今后的实践提供借鉴。     

Community-Based Management for Sustainable Fisheries Resources in Phang-nga Bay,Thailand

Fishing communities, the Government of Thailand Department of Fisheries, local nongovermnental organizations, universities, the Food and Agriculture Organization of the United Nations (FAO), and FAO's Bay of Bengal Program have undertaken a partnership in management of Phang-nga Bay's coastal resources. It is the first project of its kind in Thailand, and although still in the early stages, offers insights that may contribute to our knowledge of how we can improve our management of coastal resources, including the importance of (1) building relationships within the governance process; (2) combining education, enforcement, and economic incentives to achieve compliance; (3) implementing solutions early; and (4) government support of community-based decisions. These insights reinforce trends emerging in other coastal management projects in the Asian region.