LM2500舰用燃气轮机使用维修特点分析及启示

分析LM2500舰用燃气轮机使用和维修特点,提出我国舰用燃气轮机使用和维修体系建设意见。     

舰用燃气轮机进排气系统指标体系及试验方法

为满足舰用燃气轮机和舰用柴油机对燃烧和冷却空气的品质要求,以保障舰用动力系统的可靠工作,进排气装置是装船技术中不可缺少的重要设备。文章基于舰用燃气轮机进排气系统的工作原理,构建了进排气系统指标评价体系,提出了各指标的试验方法。根据研究,进排气系统应进行静态检查、阻力测定试验、抗冲击试验、排气红外辐射强度测试等项目。     

舰用燃气轮机研制过程中的试验研究

足够的试验是舰用燃气轮机研制过程中的必要环节,除进行常规的燃气轮机试验外,还要进行满足海上运行条件要求的试验.阐述舰用燃气轮机研制过程中的部分重要试验项目,分析了这些重要试验项目的试验目的和技术要求,最后介绍了几型具有代表性舰用燃气轮机研制过程中的试验情况.     

监测诊断技术在某型舰用燃气轮机维修管理中的应用

文章分析了应用振动频谱技术对舰用燃气轮机进行故障诊断的案例,提出了加强舰用燃气轮机使用管理的意见建议。实践表明,监测诊断是保障舰用燃气轮机工作可靠性的重要手段,是建立视情维修模式的有效技术支撑。     

舰用燃气轮机抗冲击性仿真评估方法

燃气轮机作为现代舰船常用的主动力装置,其抗冲击能力是影响舰船生命力的重要因素之一.介绍了一种对舰用燃气轮机抗冲击性的数字仿真技术评估方法,通过对在冲击载荷下的舰用燃气轮机有限元模型进行仿真计算分析,得出燃气轮机抗冲击能力临界线,对其冲击安全性进行评估,可用于舰用燃气轮机抗冲击能力的设计或校核.     

舰用燃气轮机寿命周期费用分析北大核心CSCD

[目的]作为重要的舰用动力装备,舰用燃气轮机的研制具有难度大、周期长、费用高的特点,其经济性是十分重要的评价指标。因此,有必要在立项阶段通过主要指标和参数对其主要寿命周期费用进行估算,开展寿命周期的经济性评估。[方法]首先,收集整理典型舰用燃气轮机的技术指标、物理参数、费用等数据,建立研制费、订购价格的参数法估算模型,并进行验证。同时,结合运行、维护维修等阶段费用发生特点,建立主要寿命周期费用分析框架与估算模型。[结果]结果显示,建立的研制费、订购价格模型估算误差在5%以内;建立的运行费、维护维修费估算方法贴合实际,易于使用。[结论]研究表明,建立的寿命周期费用分析框架与估算模型具有适用性与可行性,可为舰用燃气轮机立项阶段的经济性分析工作提供有效支撑。     

武器系统RMS参数体系建立方法

RMS参数体系的建立关系到RMS要求的描述和确定。本文从武器装备研制生产实际需求出发,分析RMS参数体系的相关概念,明确提出RMS参数体系的概念,总结确定建立RMS参数体系的主要内容,并在此基础上提出了RMS参数体系的建立流程,可为武器系统RMS参数体系的建立提供指导及规范。     

运用热力学分析选择COGAS装置的燃气轮机机型

本文在热力学的基础上,对余热型燃气-蒸汽联合循环进行了分析和讨论,作出了一组计算结果曲线。根据这组曲线,可以确定舰用 COGAS 装置的最佳循环参数。根据图8,可以选取合适的舰用燃气轮机作为燃气-蒸汽联合循环的燃气循环装置。     

美第二代舰用电站电热联产装置的设计

美海军DD-963级驱逐舰和CG-47级巡洋舰,各装有三台2500千瓦的燃气轮机发电机.这些燃气轮机的排气道上均装有废热锅炉来回收燃气轮机的排气余热,产生的蒸汽供舰上需要用热和其他需要蒸汽的部门使用.根据美国能源部工业电热联产装置手册关于"联产"的定义,这两级舰上装的燃气轮机发电机的这种装置也可称为舰用电热联产装置.     

水下爆炸作用下船舶结构与燃气轮机动态响应的数值研究

本文对水下爆炸作用下舰船结构及燃气轮机结构冲击响应进行了数值研究.首先,基于CEL方法建立了近自由面水下爆炸流固耦合动力学模型.然后结合燃气轮机-船体一体化仿真分析方法,对不同水下爆炸工况下的舰船结构冲击环境,以及燃气轮机冲击损伤特性进行了评估分析,总结了工况参数对燃气轮机冲击响应特征的影响规律,旨在为舰用燃气轮机抗冲击设计提供技术参考.     

High-resolution surveys of the biogeochemistry of the New England shelfbreak front during Summer, 2002

We present the observations from a pair of field experiments at the New England shelfbreak front in June and August of 2002, each consisting of 14 cross-frontal surveys using the Lamont Pumping SeaSoar. Measurements of the front's physical, chemical, and bio-optical characteristics were made at high spatial and temporal resolution. The front, based on water-column hydrographic distributions, was found within a few km of the 200 m isobath during both cruises. We present here composite sections, based on averages of individual sections shifted in space to a common frontal location, of the cross-frontal distributions of these properties as a measure of the mean state of the front in both June and August. The observations show the familiar temperature, salinity, and density distributions of the summertime front, dominated by surface thermal heating. Nutrient and bio-optical distributions show the combined effects of water-mass exchange and biological processes. T, S, silicate, and phosphate distributions are suggestive of cross-frontal exchange of slope- and shelf waters, although transport mechanisms and pathways are not apparent. These properties, along with nitrate and optical measures of the suspended particle distributions, show vertical displacements of isopleths as the front is approached: property contours slope upwards toward the front from the shoreward side, and downwards toward the front from the seaward side. Again, actual water-movement pathways are not constrained by these suggestive patterns. Bio-optical distributions show elevated indicators of photosynthetic efficiency both seaward and shoreward of the front, but the front itself is a minimum in biomass. Accumulation of photosynthetic biomass appears to be controlled primarily by nitrate scarcity in waters within and above the pycnocline. At the base of the pycnocline, light limitation appears to be the controlling factor, although the base of the euphotic zone is deeper than the biomass maxima and the base of the pycnocline. Mechanisms explaining this phenomenon are unclear, but tenuous evidence suggests low stratification at the depth of the 1% light level may not allow phytoplankton to optimize for the low-light, high-nutrient conditions at depth. Cross-frontal differences in nutrient and bio-optical parameters, particularly in August, suggest distinct phytoplankton assemblages, and the presence of calcite-forming or nitrogen fixing groups to the community structure, especially in very shallow waters across the front and in pycnocline waters seaward of the front.     

面向复杂装备AR辅助维修的混合跟踪技术研究

装备维修是生产制造、作业运转的基础,特别是在船舶、航空等领域。由于在维修过程中装备结构复杂、维修人员经验技术不足和缺少直观维修手段导致容易导致维修效率低下和操作出错。因此,通过研究基于增强现实的装备维修方案,直观交互地进行维修作业,能够有效地提升维修的质量和效率。由于装备体型较大,结构复杂,给跟踪定位带来了新的困难,针对实际的工程需求,创新性地将主流方法进行结合,提出了多Marker和ORB-SLAM混合跟踪的方法。通过二次调整多Marker定位结果的动态权值,提高局部定位维修的精度和可靠性。分析比较现有的特征点算法,选择ORB-SLAM作为方案,实现全局的定位和导航,对维修过程给以指导,并设计开发装备诱导维修系统,为大型复杂设备地维修提供了通用解决方案。     

多因素数学模型在温州瓯江口浅滩围涂工程研究中的应用

建立了波浪、潮流、盐度、悬沙、底床冲淤等多种因素数学模型,在模型验证的基础上,对瓯江口温州浅滩围涂工程海区的波浪场、潮流场、盐度场、悬沙场、底床冲淤场进行了数值模拟研究,对温州浅滩围涂工程对瓯江泄洪、瓯江南北口分流比、乐清湾养殖业、瓯江口港口航道及状元岙深水区、南口口外滩地的影响进行了分析论证。分析研究结果表明,温州浅滩围涂工程是可行的。     

澜沧江-湄公河航道哈乐滩碍航特性及整治措施

澜沧江-湄公河航道上哈乐滩具有弯、浅、险、窄、急等特点。根据现场调查资料,结合数学模型计算结果,分析了哈乐滩成滩原因及碍航特性。哈乐滩右岸楠罗河山洪冲出的石块及大卵石堆积在溪口形成冲洪积扇,近年来冲积扇发育,进一步侵占河床泄水断面,同时岸线凹凸不平,导致滩险上段水流弯曲,中段坡陡流急,船舶枯水上滩困难。针对哈乐滩滩险成因及碍航特点,提出炸礁和修筑整治建筑物结合的措施,解决滩险碍航问题。     

防波堤及护岸越浪研究综述

近年来防波堤越浪方面的相关研究,分别在越浪影响因素、越浪量计算公式推导论证、越浪数值模拟与越浪量标准4个方面进行归纳总结.已有成果表明:1)越浪影响因素的研究多是集中于常规因素,包括波高周期,堤顶高程,坡肩宽度,护面块体,而对水流、风速、波浪谱以及水的性质等其他因素研究相对较少;2)越浪量计算公式研究中主要集中在影响越...     

How much can public private partnership really do for urban transport in developing countries?

A few cities in some of the larger developing countries in Latin America and Asia have made increasing use of multi-year concessions or franchises, competitively awarded to private companies, for construction and operation of urban transport infrastructure and for provision of public transport services. In view of the strong prospective growth of developing-country cities with large transport needs, and the rise in the emerging economies of potential new sources of private capital, it is important to see how effective PPP has so far been in this area. The experience is analyzed principally by thorough comparative review of what has actually happened for some of the main users to date: Bogotá, Santiago, São Paulo, Seoul, and several cities in both China and India. Despite delays and mistakes that have been made in development of most of the projects, the overall results, already delivered and in prospect, are very positive and urban public transport is benefiting substantially, with significant side effects on poorer people's access to work and to services, air pollution levels and road accident rates. The widest and most important advantage of the PPP arrangements, as compared with more conventional short-term contracting, is found to be the innovations, technical and managerial, developed, and, in particular, the mutual capacity building of the countries' private and public sectors and their more effective interaction. The experience in the six countries covered suggests that other developing-country cities may be best assisted to develop sound urban transport PPPs more rapidly through provision of help on chosen items among 7 elements that have proved particularly crucial but sometimes weak in the projects reviewed: Civic consultation systems, Land-use/Transport strategic planning, Land/property market management, Monitoring systems, Progressive policies, Economic regulation, and Public institutional framework for PPPs.     

具备开通闸条件的通航节制闸建设方案

通航节制闸运行调度原则与常规的船闸工程和水闸工程明显不同,针对其口门宽度、门槛水深、闸门形式、平面布置等关键技术问题,船闸工程和水闸工程规范尚无具体的要求。以邓楼节制闸重建工程为例,对现有的节制闸运行调度原则进行调整以满足开通闸通航的要求,同时通过实施工程补偿措施以满足原节制闸防洪水倒漾、引水灌溉、保护水质的功能。通过理论计算和对比分析等方法得知建设2孔净宽23 m、门槛水深5. 5 m的通航节制闸能够满足船舶安全通航和航道通过能力的要求,并得出"升卧式平面闸门能够适应长期低水头运行、高通航保证率要求特点"的结论。其确定运行规则、建设规模、闸门形式、布置方案的方法对类似项目的建设及船闸标准规范的完善均有借鉴意义。     

BIM技术在航道建设中的作用

航道工程具有施工工期长、施工影响因素多等特点。在航道工程的设计、施工、维护的各个阶段,随着对精细化管理的需求日趋提高,传统的实施方法已不能满足工程的强度与精度要求。从航道工程和BIM的特性入手,探讨了BIM技术在航道工程设计、施工、维护等各阶段的应用。在保证设计合理性的前提下,可通过BIM模型完成设计意图的表达与传递,从而保证航道工程的施工质量,以及后续维护阶段航道整治建筑物安全、稳定地发挥其作用。