膜生物反应器处理船舶污水

膜生物反应吕污水处理工艺是近年发展起来的新型处理工艺，文章结合膜生物反应器在“太阳公主”号船上的应用，介绍了该工艺的特点。     

船舶生活污水处理新技术及发展方向

分析船舶污水处理技术的应用现状以及常用处理技术的优缺点,分析了船舶生活污水处理技术发展的趋势,认为膜生物反应器作为一种新型的污水处理设备,其技术工艺在常规的污水处理中表现出极大的优势,应用前景广阔。     

影响膜生物反应器膜过滤过程的因素

膜生物反应器应用了一种新型高效污水处理技术。本文在分析影响过滤过程中的一些因素—膜材料、料液性质以及操作条件后，给出了选用生活污水处理用膜组件的建议。     

MBR在舰船生活污水处理上的应用

对生活污水的有效处理已经成为舰船亟待解决的问题。本文对膜生物反应器技术的原理、结构和特点进行了分析。通过一个舰船生活污水处理系统加改装修理的实例,说明了膜生物反应器技术具备广阔的应用前景。     

船用污水净化器

本产品采用浸没式膜生物反应器技术，适用于船舶污水处理。     

膜生物反应器中的膜污染问题

膜生物反应器是高效膜分离技术与生化技术相结合的新型污水处理技术,它与传统污水处理技术有着明显的优越性。但是在运行过程膜污染问题却严重制约了它的推广应用。本文对膜污染的成因进行了分析,并介绍了控制膜污染的几种方法。     

新型动态膜生物反应器处理生活污水的试验研究

文中将新型的生物质填料生物膜工艺与动态膜生物反应器耦合,形成新型动态膜生物反应器。通过试验研究,新型动态膜生物反应器中,天然植物纤维LS亲生物性好,挂膜速度快,仅需4天可完成挂膜;自生动态膜形成较快,30min内即可在陶瓷膜表面形成较稳定的动态膜。新型动态膜生物反应器的微生物浓度高,泥水分离效果好,耐冲击负荷能力强。COD去除效果好,出水能满足《城镇污水处理厂污染物排放标准》(GB18918-2002)中一级标准的A标准。     

高含盐石化废水生化处理的研究进展

简述了石化有机废水生化处理过程中高浓度含盐量对微生物的抑制作用以及嗜盐菌的特性,分析了国内外含盐石化废水生化处理的主要工艺如活性污泥法(ASP)、生物膜法(BF)、序批式生物反应器(SBR)、生物接触氧化法以及膜生物反应器(MBR)等工艺的研究进展,表明好氧膜生物反应器(MBR)工艺可为解决高含盐石化废水的治理提供一条经济有效的新途径。     

船舶污水处理技术研究与应用进展

海运、河运增长迅速,船舶污水处理日益受到广泛关注。本文以海洋船舶为主要研究对象,综述了海洋船舶污水的类型、水质特征、处理技术研究和应用进展,并展望了海洋船舶污水处理的膜生物反应器研究与应用方向。海洋船舶污水主要指压舱水以外的船舶污水,主要包括船舶生活污水和含油污水。海洋船舶生活污水的水质、水量随乘员变化较大,呈现污染物浓度高、变化大等特征,其中黑水污染物浓度BOD5991~5840 mg/L,SS 1180~4980 mg/L;含油污水成分复杂,乳化程度高,舱底水中含油量可达50000 mg/L。虽然海洋船舶污水排放标准随海域变化较大,但日益严格,这导致船舶污水处理对空间、运行维护的要求高,因此,膜生物反应器成为海洋船舶生活污水处理研究与应用的主流技术。     

船舶污水处理技术研究与应用进展

海运、河运增长迅速,船舶污水处理日益受到广泛关注。本文以海洋船舶为主要研究对象,综述了海洋船舶污水的类型、水质特征、处理技术研究和应用进展,并展望了海洋船舶污水处理的膜生物反应器研究与应用方向。海洋船舶污水主要指压舱水以外的船舶污水,主要包括船舶生活污水和含油污水。海洋船舶生活污水的水质、水量随乘员变化较大,呈现污染物浓度高、变化大等特征,其中黑水污染物浓度BOD5 991～5 840 mg/L,SS1 180～4 980 mg/L;含油污水成分复杂,乳化程度高,舱底水中含油量可达50 000 mg/L。虽然海洋船舶污水排放标准随海域变化较大,但日益严格,这导致船舶污水处理对空间、运行维护的要求高,因此,膜生物反应器成为海洋船舶生活污水处理研究与应用的主流技术。     

基于ACE的ECDIS网络接口设计与实现

电子海图显示与信息系统（ECDIS）对于舰船航行安全意义重大,通过利用ACE具备的操作系统无关的接口封装性及面向网络化应用的设计模式,提出并实现了基于ACE反应器模式框架的ECDIS网络接口设计。     

船舶发电机试验用电抗器的选用和计算

发电机试验由抗器是修、造船企业船舶交流发电机组负载试验中的重要设备。本文主要介绍发电机试验电抗器的选用、设计以及计算方面的几个问题。     

磁控电抗器原理及其在SVC中的应用

新型磁控电抗器是一种交直流同时磁化的可控饱和度的铁芯电抗器，工作时，可以用极小的直流功率来控制线圈铁芯的饱和程度，从而控制其感抗值和注入电网的电抗电流大小，达到平滑调节电网无功功率的目的，近年来，MCR以其优良的综合性能在静态无功补偿装置中得到了广泛的应用。     

UASB-SBR工艺处理淀粉废水的试验研究

介绍升流式厌氧污泥床反应器 (UASB) 序批式活性污泥法 (SBR)处理淀粉废水的工艺 ,叙述该类废水的特点、试验系统组成、UASB的启动至污泥颗粒化的过程以及处理效果。试验结果表明 ,该处理系统具有耐冲击负荷 ,处理效果稳定 ,运行管理简单 ,运行成本低等特点。废水经颗粒化UASB稳定处理后 ,出水COD可降到 5 0 0mg/L以下 ,然后经SBR稳定处理后 ,出水COD可降到 10 0mg/L以下     

一体化反应堆直流蒸汽发生器流动不稳定性研究

一体化反应堆结构紧凑、安全性高,在中小型反应堆的发展中具有很大优势。一体化反应堆中通常采用套管式直流蒸汽发生器(OTSG),传热管是套管结构,采用双面传热,换热能力强,但套管内存在单相区,汽水两相区和过热区,传热情况复杂,在反应堆启动、停止或低功率运行时容易产生两相流动不稳定现象。文章采用RELAP5程序,针对某陆用反应堆套管式直流蒸汽发生器建立了集总参数分析的模型,研究了系统压力、入口过冷度、入口节流等参数对流动不稳定性的影响。计算结果表明:增大系统压力,提高入口过冷度,在一定条件下增加入口节流均有利于系统的稳定。文章是对一体化反应堆直流蒸汽发生器流动性研究,对船用反应堆的直流蒸汽发生器流动性研究同样具有参考意义。     

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。     

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...     

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。     

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.