共查询到19条相似文献,搜索用时 125 毫秒
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以宁波某码头改扩建工程为例,采用Optimoor数学模型,对码头各装卸区不同船型在装卸作业及极端条件系泊状态下的各种工况进行系泊分析。通过采用合理的码头作业标准,确定各船型缆绳材质、数量及安全工作缆力,设计全面的计算工况,综合考虑各船舶的系泊要求并进行大量试算调整,从而得到满足要求的计算结果。重点对比分析长平台码头船舶居中和偏心系缆时缆力分布及船舶运动量特点,针对兼靠中等船型横缆过短或无横缆及小船型无足够系缆设备等问题提出合理可行的解决方案。根据结果确定码头系缆设施选型和布置,绘制出船舶系缆布置,为码头安全运营提供参考。 相似文献
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集装箱码头是供集装箱船停靠和装卸的水工建筑物。为保证船舶停靠安全和码头使用安全,避免船舶靠离码头时发生碰撞事故,需要按照码头泊位停靠船舶的设计吨位,在码头胸墙上安装防冲设备,即护舷。本文以大连港大窑湾集装箱码头为例,分析码头护舷的特性及船舶靠离泊作业的特点,提出码头护舷的维护建议。1护舷的特性船舶在靠离泊时会不可避免地撞击到码头,由于船舶的撞击力很大,使码头和船舶面临潜在的破 相似文献
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在油码头建设中,往往要求接卸油品的大型码头可以兼靠较小船型用于油品出运。以本工程为例,码头要求停靠的船舶最大为44万t,最小为1 000 t级。结合本工程的平面布置特点,介绍当设计船型种类较多、大小差别较大时,在平面布置设计中需要重点考虑的问题。 相似文献
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以某液化天然气(LNG)码头工程的设计为例,针对各种码头布置形式的不同泊位长度,通过OPTIMOOR系泊软件分析LNG船舶的系泊状况,详细分析各种码头系泊设施布置方案对不同船型的适应性,并结合物理模型试验成果确定最终的码头泊位长度和系泊设施布置方案. 相似文献
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设计船型是码头设计的基础,是码头靠泊等级、结构设计、水域尺度设计的依据。上海Ⅵ级及以下航道里程约占总航道里程的75%,现状通航船舶、航道代表船型、码头设计船型之间差异较大,码头设计等级与通航船型不匹配的矛盾日益增大,给内河码头规划、设计、建设和运营管理带来很多不便。通过梳理分析关键问题,研究分析现状通航船型、码头设计船型、航道代表船型之间的异同点,最后经理论计算和结果复核论证,提出上海市内河码头设计船型确定方法。 相似文献
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以拟建湖北荆州煤炭铁水联运储配基地二期工程为例,针对实行“各自靠左”分道航行规则、码头布置在桥梁上游左岸侧最不利情况下,进行了码头船舶靠离泊水域研究。结合船舶靠离泊航路设置及船舶操纵模拟试验相关成果分析得出,码头与桥梁的间距除不得小于码头设计船型长度的4倍外,码头最下端与桥区水域最小距离应不小于1倍代表船型长度,拟建工程船舶上行靠泊作业才能满足在桥区水域外横驶过江靠泊的要求。船舶离泊下行需进行两次横驶掉头才能满足规范要求,但从通航安全而言,原地掉头下行对船舶通航安全风险更小,建议《内河通航标准》下一步修订时对桥区河段进行修改,与桥区水域保持一致。 相似文献
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为提高利用率和生产效益,大型石化码头往往靠泊和兼靠船型范围较大,即码头服务船舶种类多且船舶吨级和船型尺度差异大,而当靠泊附属设施布置不当时,可能导致小型船舶卡船或在强风大浪作用下摇荡、倾斜甚至侧翻,极易引发靠泊风险事故,严重影响码头生产系统的安全运行。基于实际案例,阐述某大型石化码头兼靠小型船舶的安全隐患和整改维护方案。工程实践表明,在保证码头靠泊附属设施完好的前提下,通过增加水平向靠泊点和竖向护舷布置范围或限定靠泊船型尺度等措施可达到消除小型船舶靠泊安全隐患的目的。 相似文献
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This paper investigates the simulation modelling of cruise ship traffic in the Boka Kotorska Bay (BKB), which has become a very attractive cruise destination due to its geographic location, port features and attractiveness for tourism. The purpose of this paper is to examine the development of new port infrastructure, because of the increased cruise ship arrivals in recent years. The paper describes in detail the layout of the port of Kotor and the possibilities for quay extensions. The solution to minimize the number of ships at anchorage instead of being at berth is given, because the passengers of the latter ships have a more convenient approach towards the port. The simulation model is verified and the simulation results are validated against the real data prior to an investigation of the possible scenario for quay extension. The proposed solution confirms the preliminary survey results that initiated the investigation of possibilities to improve the port infrastructure. Moreover, simulation results point towards a significant improvement of cruise ships throughput in the BKB. The proposed operational policies and statistical analysis, as well as a comprehensive model analysis of the BKB provided here, are a good foundation for future investigations. 相似文献
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In this paper we consider the performance evaluation of ship-berth link in port. The efficiency of operations and processes on the ship-berth link has been analysed through the basic operating parameters such as berth utilization, average number of ships in waiting line, average time that a ship spends in waiting line, average service time of a ship, average total time that a ship spends in port, average quay crane (QC) productivity and average number of QCs per ship. All the main performances of the ship-berth link are given. This is one of the problems faced by planners and terminal operators in ports. In this paper, we propose two models based on simulation and queuing theory, respectively, in order to determine the performance evaluation of ship-berth link in port. Numerical results and computational experiments are reported to evaluate the efficiency of the models for Pusan East Container Terminal (PECT). 相似文献
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In this paper we consider the performance evaluation of ship-berth link in port. The efficiency of operations and processes on the ship-berth link has been analysed through the basic operating parameters such as berth utilization, average number of ships in waiting line, average time that a ship spends in waiting line, average service time of a ship, average total time that a ship spends in port, average quay crane (QC) productivity and average number of QCs per ship. All the main performances of the ship-berth link are given. This is one of the problems faced by planners and terminal operators in ports. In this paper, we propose two models based on simulation and queuing theory, respectively, in order to determine the performance evaluation of ship-berth link in port. Numerical results and computational experiments are reported to evaluate the efficiency of the models for Pusan East Container Terminal (PECT). 相似文献
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船首靠离式滚装船泊位长度论证探讨 总被引:1,自引:0,他引:1
船舶所需泊位长度的大小不仅与船型有关,还与船帕的的驶靠方式密切关。本文在分析船首靠离式滚装船靠泊特性的基础上,结合《河港工程设计规范》对—般船舶所需泊位长度的规定,提出了论证船首靠离式滚装船所需泊位长度的新方法。 相似文献
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Ernestos Tzannatos 《Maritime Policy and Management》2013,40(4):427-445
This paper addresses the problem of ship exhaust emissions at the Port of Piraeus and undertakes the challenge of finding a cost-effective option for its reduction according to the upcoming requirements of the 2005/33/EU Directive, through analysis of port traffic data and the utilisation of the experience gained through previous studies in this field. The Port of Piraeus makes a particularly suitable reference for this type of work, since it is one of the busiest and highly urbanised ports in the world. It is shown that cruise ships calling at Piraeus fulfill the criteria of selection for such an exercise by virtue of their frequency of calling, berth power requirements and time spent at berth. It was found that, according to current practice, cruise ships at berth consume 11 034 tons of fuel and produce 620.1 tons of NOX, 274.8 tons of SO2 and 20.7 tons of PM, totalling to 915.6 tons of exhaust emissions per year. This represents an overall annual cost of 21 million euro, divided between private (bunkering) and external (emission damage) costs by 19.4% and 80.6%, respectively. With regard to the upcoming EU requirements for ship power at berth, it was found that, irrespective of whether operating on ultralow-sulphur (0.1% sulphur) fuel or on shore-side electricity, a sizeable reduction in emissions and associated external costs is achieved, whereas private costs were always higher than those of the current practice. Comparing the two options, it was further found that the shore-side electricity presents the lowest external costs but highest private costs, whereas the overall costs are around 25% lower than the onboard use of ultralow-sulphur fuel. 相似文献
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The planning, design and development of a container terminal with optimum size and capacity and with a minimum capital cost
is fundamentally dependent upon the loading and discharging operations at the quayside. The quayside function of container
terminals is dependent basically on the number of berths available to service the incoming container ships. The objective
of the container terminals dealing and admitting the ongoing ship calls is to provide immediate berth and loading and discharging
services to the container ships with a minimum costly waiting time and a maximum efficiency. Previously terminal planners
used to build extra berths to provide service. During the last two decades the terminal operators have adopted automation
technologies in loading and discharging operation of the container ships as an alternative to designing extra berths. Ship
owners naturally expect least waiting times for their container ships. On the other hand, it is also natural for port operators
in a container terminal with costly facilities to see a high berth occupancy and productivity at the quayside. This study
uses queuing theory to find a break-even point as a way of evaluating the cost of container ship waiting times and the cost
of berth unproductive service times for container terminals aiming to automate their quayside operation. The analysis illustrates
that automation devices installed on conventional Quayside Cranes (QSCs) significantly reduce the turnaround time of the container
ships calling at the ports. It argues, however, that there should be a balance between the cost of berth unproductive service
times and the cost of vessel waiting times. The study introduces a break-even point to be considered as a benchmark for calculating
such a balance. The analysis in this study can be used as a decision tool for the operators of container terminals in the
medium to small ports to appraise the feasibility of an investment in automation or expansion of the quayside facilities. 相似文献
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双船系靠LNG泊位对系泊稳定性要求高,而目前尚无船行波对双船系靠泊稳定性影响的定量分析方法。结合工程实例,以Flory-Remery单船系泊船行波荷载计算方法为基础,结合双船系靠泊位的特点予以修正,利用数值分析软件定量分析船行波过程对双船系靠泊位系泊稳定性的动态影响。结果表明,典型系泊条件下,双船系靠泊位系泊倒缆受力及纵移运动量受船行波影响最大,当船行波与系泊船间距50 m时系泊稳定性不满足要求;当船行波与系泊船间距100 m时系泊稳定性满足要求;当船行波与系泊船间距150 m时系泊稳定性基本不受船行波影响。 相似文献
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