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汕头LPG码头工程包括#1、#2、#3、工作船泊位和一座防波堤组成。#1、#2、工作船泊位建于防波堤内侧;#3泊位建于防波堤外侧,为开敞式布置,总平面布置的主要参数选取采用国内规范结合OCIMF标准优化。#3泊位结构设计波高达10.4m,主体结构采用钢管桩墩式双层结构,下层满足系、靠船作业要求,上层布置装卸设备、管线和人行通道。其中,环氧涂层钢筋防腐措施和75m跨球型空间钢网架等技术的应用均为国内先例。 相似文献
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波浪是渔港建设中最重要的水动力因素,由于外海风浪作用强烈,影响港内渔船泊稳,需修建防波堤挡潮抗浪。从波浪角度研究防波堤平面布置,首先分析了舟山市六横岛小郭巨渔港工程的建设条件,确定防浪掩护控制标准,并提出防波堤直线形、折线形布置的8个平面布置方案。以满足渔船有效泊稳面积为准,采用MIKE21 BW模块计算在50 a一遇波浪与水位组合条件下堤后波高分布及防浪掩护效果,对8个方案进行研究,基于其中相对较优方案,进行了2个方案的优化。最终确定某渔港防波堤平面布置最优方案为:防波堤总长350 m、折堤夹角132°、直线段长122 m、折线段长228 m。 相似文献
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1 问题的提出 新沙公司目前共有泊位7个,其中3#泊位是通用泊位,码头前沿配有门机5台;4#泊位是散化肥专业泊位,码头前沿配有螺旋卸船机1台;5#、7#泊位是杂货泊位,码头前沿各配有门机3台.3个通用或杂货泊位一共只有11台门机,平均每个泊位不足4台.这3个以门机为主力卸船机的泊位,又被3个专业泊位分割开,相互之间无法沟通,门机无法调配.特别是3#泊位和5#泊位,泊位占用率分别达到34.4%和27.5%,但只能各顾各,极大地影响了卸船效率.要改变这个局面,提高3#和5#泊位的卸船效率,最简单的办法就是对4#泊位的螺旋卸船机进行改造,使之能移开,让3#和5#泊位之间的门机能自由调配. 相似文献
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为研究燕窝山工程海域在不同的防波堤平面布置下的波浪场分布特征,应用波作用守恒方程和Boussinesq方程建立了大、小范围的波浪数学模型对工程区附近海域的波浪场进行数值模拟,统计并分析工程前后防波堤附近波浪特征站位的波要素。基于防波堤基本布置方案1,改变防波堤的长度和轴线角度,根据不同平面布置下的防波堤对波浪的掩护效果进行比较分析。结果表明,综合考虑防波堤附近波浪场的变化特征、防波堤特征站位波要素的变化及防波堤的有效掩护面积3个方面,将防波堤轴线以两段堤相交处为圆心逆时针旋转8°,并将直堤向东侧延长100 m,即方案2为优选方案。 相似文献
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鱼山已建围垦工程产生的水动力变化引起岛区附近海床的调整重塑。对工程前、后实测水下地形资料进行对比,并对潮流泥沙数学模型成果进行分析。结果表明岛区南北两侧深槽进一步增深发展,近岸局部发生淤积。海床冲淤发展趋势有利于深漕区码头水域的水深维护,并提升了岸线前沿水深条件,有利于后续高等级泊位的开发建设,但同时也增大了近岸码头区水深维护和西侧后续围堤建设的难度。 相似文献
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船舶压载水置换方法及工作要点 总被引:1,自引:0,他引:1
根据国际海事组织对船舶压栽水管理制定的相关法规及要求,探讨船舶压栽水置换方法以及工作要点,围绕置换前的风险评估、置换方法的选择、不同置换方法应该注意的工作要领等方面对压栽水的置换进行阐述。 相似文献
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基于MIKE21模型,文章建立了新村潟湖及附近海域的水动力数值模型,并将水动力模块与输运模块、粒子追踪模块耦合,模拟了新村潟湖在4种不同潮汐过程作用下的水体交换情况,并通过水体自净速率、水体半交换时间、水体停留时间三种指标,对新村潟湖的水体交换能力进行了分析。结果表明:由不同潮汐过程作用下潟湖自净速率和内部剩余保守物质总量的变化,可见潮差值与潮差历时变化对该区域整体水体交换能力影响较大,同时不同时间段潟湖水体交换能力具有较大差别,整体来看冬夏季水体交换能力更强;潟湖水体交换能力在空间上差异明显,大致可分为两个不同分区,大体上距离口门愈近,潟湖水体交换速率愈快,但潟湖复杂的海岸边界和地形使得水动力条件变得复杂,部分距离口门较近的区域反而具有较弱的水体交换能力,如在潟湖中部的北岸和南岸,水体交换能力便弱于中部其他区域。总体而言,受潮汐、潟湖自身地形和海岸边界的影响,新村潟湖水体交换能力在时间和空间上均呈现出较大不同。 相似文献
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Jing Chen Yan Lin Jun Zhou Huo Ming Xia Zhang Zhuo Shang Ji 《Journal of Marine Science and Technology》2010,15(3):280-293
The quality of the ballast water exchange scheme affects many aspects of a ship, including intact stability, structural strength, building and operational expenses, etc. This paper focuses on developing an optimization methodology for large-scale sequential ballast water exchange. The method of transversely symmetrical ballast water tanks being exchanged simultaneously is adopted, and the potentials of multiple tanks being exchanged at a time are explored. The mathematical model for the symmetrical ballast water exchange problem is built by minimizing the occurred maximum trims, maximum hull girder bending moments, and shearing forces as objectives, and the related safety assessment criteria as constraints. A multiobjective genetic algorithm with some operators specially designed for the problem is presented to obtain a set of approximate Pareto-optimal solutions for engineers to choose from. Finally, a real case study on the symmetrical ballast water exchange of a 176,000 DWT bulk carrier is conducted to illustrate the effectiveness of the proposed approach. 相似文献
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Deep and narrow channels in Danish Straits are one of the governing factors for the Baltic–North Sea water and salt exchange. The channels have a depth up to 50 m and a horizontal scale of a few hundred meters. The typical horizontal resolution used in current operational three dimensional Baltic–North Sea models is 1 nautical mile (nm) which can not well resolve these deep channels. In this paper, an alternative method is used to generate the 1 nm resolution bathymetry so that the deep channel is well resolved and at the same time the total water volume is roughly conserved. The impact of the new bathymetry on modelling water and salt transports as well as temperature and salinity structure is assessed by comparing a 3-year model run with the adjusted bathymetry and a control run with the averaged bathymetry. Volume and salt transports through the Great Belt are examined in the two runs. The results show that the model ocean is dominated by a typical two-layer transport (i.e., upper brackish Baltic outflow and lower saltier inflow), and the new bathymetry significantly enhances the two-layer transport. The lighter Baltic outflow is increased by 18% in the upper 10 m and saltier deep inflow is increased by 300% (in comparison with the old bathymetry) below 10 m. The total net transport into the Baltic Sea is increased by 13%. The temperature and salinity structure is also significantly influenced by the bathymetry, especially during inflow events. The stratification is strengthened and the bottom salinity is increased in Danish Straits and adjacent waters. The bathymetry impact is found significant through the entire 3-year model run period, and the signal is propagated to a large area covering the Stopple Channel. Comparison with observations show that such changes are positive improvements to the models. The results suggest that the deep channels in the Danish Straits have to be carefully resolved in order to correctly simulate the Baltic–North Sea water exchange. 相似文献
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SUNLi-cheng YANChang-qi SUNZhong-ning ZHANGQing-hua 《船舶与海洋工程学报》2003,2(1):41-44
Considering the special resistance characteristics of fluids flowing through ducts with small gaps, experiments are per-formed to investigate the resistance characteristics of single-phase water, which is forced to flow through vertical annuli. The gap sizes are 0.9, 1,4 and 2.4ram, respectively. The experiments are conducted under condition of 1 atm. The water in the annuli is heated by high temperature water reversely flowing through the inner tube and the outer annulus. The results show that the flow pattern begin to change from laminar to turbulent before Reynolds number approaches 2000, the flow resistance in annulus has llttie relations with the temperature difference and ways of being heated, but mainly depends on the ratio of mass flux to the width of annulus. 相似文献
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建立了渤海平面二维水动力数学模型和平面二维对流扩散模型,使用有限差分的ADI方法对模型进行离散,模拟了渤海湾内规划工程建设前后的交换率,得到了渤海湾水交换能力的空间分布。研究结果表明,渤海湾西南部地区的水交换能力最差,规划工程实施后,渤海湾湾口至湾顶的中间带区域交换率增大,增幅最大可达50%以上,其余大部分区域交换能力减小。 相似文献