洋山港疏浚土资源化利用探讨

位于杭州湾湾口北侧、上海市东南方的崎岖列岛,由数十个小岛组成,是离上海市最近的拥有深水岸线的岛屿群。依托于崎岖列岛建设的洋山港,是一个通过（东海）大桥连接于大陆的典型离岸海港,由于毗邻多水多沙的长江口且当地潮汐强度大,港内水体以含沙量高、流速大为主要特点,因而预期营运后港口存在大量维护性疏浚土需处理的问题。文章结合港口平面形态、疏浚部位与强度和可持续发展的要求,拟从适宜的维护疏浚方式、泥土处理的环保要求以及港内适宜布置泥土处理的条件等方面,提出洋山港疏浚土资源化利用方案。     

Clean Water Act Section 404 and Coastal Marsh Sustainability

The “no net wetland loss” goal has not been met in urban coastal regions where conditions continue to exacerbate wetland losses. Under the Clean Water Act (Section 404) the U.S. Army Corps of Engineers and U. S. Environmental Protection Agency share responsibility for regulating placement of fill material in wetlands. The `no discharge of fill' rules threaten coastal wetlands with continuing losses due to effects of changing climate, including rising sea levels, higher storm surges, and flooding. Where inland migration is limited by development, or where sediment accretion rates are lower than the rate of sea level rise, urban wetlands will be lost unless marsh topography is elevated. We explored regulatory and design approaches in recent Hudson-Raritan Estuary (HRE), San Francisco Bay Estuary and coastal Louisiana restorations, including creation of new marshland using dredge material. Questions related to sea level rise, ecological position within the landscape, or potential effects of extreme storm events were not addressed in the HRE restoration designs; these concerns were taken into account in other regions. We suggest benefits of marsh `replenishment' should be acknowledged in Federal regulatory policy and that consistent policies supportive of low-lying coastal marsh preservation in all regions should be enacted.     

连云港港5000m3耙吸挖泥船船型方案研究

我国的港口航道浚深建设已成为国家经济发展的基础与保证,同时也是增加港口能力的一个大前提。而疏浚船舶又是疏浚工作的物质基础,它的选型的好坏将直接影响到疏浚工作的效率与成败。阐述了连云港港5000m^3.耙吸挖呢船项目的目的和意义。分析了国内外疏浚设备的发展状况及趋势。介绍了该课题的内容、方法及思路,并对结果作了展望。     

港口系统设备钢轨连接技术

港口系统设备一般外型尺寸和质量较大，多采用截面积较大的起重机钢轨作为行走轨道。根据港口系统设备使用特点和工程施工现场条件，结合码头和堆场结构，借鉴轻轨和重轨的无缝连接技术，对各种焊接工艺进行比较，分析钢轨的材料组成和焊接过程内部组织变化，推荐一种保证设备使用安全和操作人员舒适度、连接质量稳定、便于维护、操作简便、满足港口系统设备钢轨安装现场要求的连接方法和工艺,有助于实现工期目标，可推广应用于矿山、港口、电厂、码头及堆场等大质量机车或起重设备的钢轨连接。     

陆域口岸项目施工阶段BIM技术应用

根据BIM技术的特点,以某陆域口岸项目为工程背景,介绍了BIM技术在该项目施工全过程的主要应用点与技术成果。该项目全面使用BIM技术,为项目施工全过程提供有力的技术支撑,确保了工程施工质量、降低施工风险,使得项目安全可靠完成,并为今后类似项目在施工全过程使用BIM技术积累了丰富的经验。最后,对项目未来运维阶段的BIM技术运用指出了研究方向。     

新海鳄轮挖吹硬塑性亚粘土施工分析

通过对新海鳄轮绞吸挖泥船在连云港港庙岭三期突堤码头疏浚工程挖掘与泵送硬塑性亚粘土施工情况进行分析,进一步了解了泥泵泵送硬塑性亚粘土的流态和参数变化,对绞吸船在挖吹粘性土领域的研究具有借鉴意义。     

CW.NB型高效耐磨泥泵的研制

介绍了CW.NB型耐磨泥泵项目的主要研制要求、内容和技术指标,并叙述了项目研制的主要过程和关键技术的实现途径,特别介绍了经流场分析的水力特性和经优化组织成分、铸造和热处理的耐磨材料。该泵经模型泵和实泵试验,验证了其经济技术指标,并装船投入实际施工运行。     

连云港港徐圩港区防波堤工程平面布置研究

连云港港徐圩港区防波堤工程是徐圩港区成功开发的先决条件之一。通过对防波堤总体布置形态、口门布置方 案和结构分段布置等方面的研究,择优弃劣确定较为合理的平面布置方案,以利于港区起步和后续项目开发建设。     

从骨料级配角度探究水泥稳定级配集料混合物(CBGM)配合比设计

肯尼亚某水工项目堆场水泥稳定层所用水泥黏结粒状混合料(CBGM)具有较高的强度要求。由于国内水泥稳定材料普遍强度不高,所采用的配合比很难达到本项目技术规格要求。因此,从骨料级配角度,通过大量试验,分析材料骨架结构对强度的影响,设计出满足技术要求的CBGM配合比。在对多组配合比的规律总结中发现,骨架密实型CBGM具有更高的强度。     

浅谈港口苫垫资材综合管理

从苫垫资材仓库管理,苫垫资材的维护保养与检查和苫垫资材的更新和改裁方面阐述了港口苫垫资材的综合管理。指出苫垫资材的综合管理是港口企业管理现代化的重要内容。     

节能环保措施在3500m~3/h绞吸式挖泥船上的应用

疏浚船舶是疏浚工作的必备船机设施,它的选型的好坏将直接影响到疏浚工作的效率与成败。阐述了中国船舶及海洋工程设计研究院为连云港港设计的3500m3/h绞吸式挖泥船的节能环保设计思路。重点介绍采用负载转移或功率管理分配等节能措施、采用变频电机取代液压泵站来驱动水下泵及水下绞刀的环保措施等。旨在投资额较为固定的要求下,选型、建造出一艘既技术先进,又节能环保,而且还要安全可靠、平稳高效的绞吸式挖泥船舶。     

港口枢纽集装箱运输的协调评价

港口枢纽集装箱运输的协调程度对该系统的发展有着很大的促进或制约作用。通过建立港口枢纽集装箱运输的协调评价指标体系和协调评价模型,找出影响系统协调的主要因素和薄弱环节,从而对港口管理部门采取有力措施进行经营决策以争取系统的最大利益,以及制定港口发展规划具有一定的指导意义。     

BIM技术在马鞍山河段护岸整治中的应用

护岸工程具有岸线距离长、工程分区多、护坡类型复杂、岸坡变幅大等特点,并存在工程量计算不精确、施工交底繁冗等问题。针对以上问题,基于BIM理念,以马鞍山河段护岸整治工程为例,采用Civil 3D、部件编辑器和InfraWorks等软件,协同完成地形曲面创建和编辑、护坡三维模型、工程量计算、土石方量计算和BIM+GIS的应用,形成BIM技术在护岸整治过程中的一套应用流程。研究成果可为类似项目建设提供参考。     

轴承在港口大型超重设备中的应用与保养

港口大型起重设备是港口装卸作业的主力设备.在这些设备中,轴承是应用最广泛的零部件,介绍了轴承在港口大型起重设备中的相关应用.着重介绍了对轴承正确的保养方法及注意事项,可供参考.     

浅谈天津港的纳泥区与泥土利用问题

天津港作为需要常年进行航道、泊位清淤维护的港口,在新建、改建项目实施的同时,应尽快考虑解决能较长期保证清淤维护需要的纳泥区问题。本研究结合天津港南疆港区和北疆港区泊位的清淤纳泥区现状,探讨解决港口纳泥区的必要性,并提出清淤泥土开发利用的建议。     

工程总承包管理模式在鸿山电厂煤码头建设中的运用

随着海运船舶的大型化,港口工程向外海发展,建设条件越来越复杂。同时,对工期、质量和造价等方面的要求也越来越高。福建鸿山热电厂煤码头及引堤工程直面台湾海峡,自然条件恶劣,为外海完全开敞式码头。采用工程总承包管理模式,该模式具有职责明确、价格确定、管理高效的特点,其优势在建设过程中得到了充分体现。     

商业 MIS的开发及应用

详细地分析了大中型批发商业业务的特征、内部业务处理过程。在此基础上，建立了主要业务数据模型。在Client／Server结构下，服务器端选用NT和OracleWebServer，数据库采用Oracle7．3，客户端用PowetlBuildei6．5等开发工具设计实现。为大中型批发商业快速实现MIS建设提供了原形。     

超大型石化临港工业码头平面布局

中科合资广东炼油化工一体化项目拟在湛江东海岛建设一座超大型临港石化基地及配套码头工程。项目具有规模庞大、码头承担运输的货物种类繁多、物性复杂、流向广泛、工厂毗邻大型钢铁基地及规划的石化园区、影响因素复杂的特点。从论证石化临港工业码头建设规模、大型原料码头选址、码头分区布局、平面布置关键问题等方面进行了分析归纳,合理确定码头工程的平面布局,为调整港区规划提供了依据,研究结论可为类似工程提供参考。     

Stakeholder Perceptions of Seaport Resilience Strategies: A Case Study of Gulfport (Mississippi) and Providence (Rhode Island)

Climate change is having and will continue to have a range of negative impacts on social–environmental systems. Many ports, with their coastal locations and essential roles in regional and national economies, face particular exposure to storm impacts that may worsen with climate change. Currently in the United States port resilience planning falls primarily on port operators. Engaging a wider range of stakeholders in long-term seaport functioning may reduce risks from disruptive and potentially irreversible impacts of climate change. This study uses empirical data gathered through two case studies of highly exposed U.S. ports, Gulfport (MS) and Providence (RI), to identify strategies that port planners and external stakeholders consider feasible for enhancing their port's resilience. This article categorizes these resilience strategies and suggests the potential role that different stakeholders could play in facilitation and implementation.     

The visual effects of port redevelopment alternatives

Abstract

In the early 1970s, Seattle Piers 90/91 were declared surplus federal property by the GSA. These obsolescent half‐mile‐long piers and their adjacent uplands were purchased by the Port of Seattle for redevelopment. This urban waterfront site of almost 200 acres presents the Port of Seattle with a number of severe planning problems. While it is the last large deep‐water site on Elliott Bay, it is also in a very sensitive location, since it is overlooked on two sides by vocal residential communities with a history of active intervention in development projects on visual and other environmental grounds.

At Piers 90/91, public concerns over the visual effects of port redevelopment include:

1. nuisance effects of night‐operations lighting on adjacent hillside residences;

2. nighttime obstruction of distant views due to increased foreground illumination;

3. day and night view obstruction by tall structures such as container‐handling cranes;

4. alteration of the character of both day and nighttime views by new port facilities.

As part of a program to study the effects of alternative redevelopment strategies for Piers 90/91, the Port has undertaken a through examination of the visual effects of different uses, their visual appropriateness, and the ways by which adverse visual effects can be mitigated. The results were incorporated into an environmental impact statement which documented compliance with the Seattle Shoreline Master Program and with view protection and glare provisions of the City's S.E.P.A. guidelines.

A systematic Visual Resource Management (VRM) approach was successfully employed on this coastal zone project. Major elements included visibility mapping, key view selection, analysis of existing visual character, simulation of alternatives, assessment of relative visual compatibility, and determination of effective mitigation measures. Community involvement has also been a critical element in this approach to assessing and managing the visual effects of redevelopment in a major urban port.