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日照港煤码头浚深工程回淤分析 总被引：3，自引：0，他引：3
采用水动力学三维数学模型对日照港煤码头水域的水动力因素进行了计算,并在此基础上对煤码头浚深工程实施后港池和航道回淤进行了计算分析.计算结果与实测结果比较表明:文中模型较好地重演日照港煤码头水域潮流场,对于港池与航道的回淤分析合理可靠. 相似文献
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文章采用国产GF-1卫星遥感影像,通过对港口内部空间格局以及各组成单元特征进行分析,建立了面向对象的港口空间格局遥感监测方法与步骤,探索构建了码头岸线指数、码头岸线利用指数、码头指数、堆场指数和港池指数等港口空间格局集约利用评估指标,并以营口鲅鱼圈港区为例进行实证研究。结果显示:营口鲅鱼圈港区的码头岸线指数为0.51,码头岸线利用指数为1 498.16万t/km,码头指数为12.23hm~2/km,港池指数为242.76hm~2/km,堆场指数为108.46hm~2/km。码头岸线与码头面积、堆场面积、港池面积的基本比例为1.00∶12.00∶108.00∶250.00。营口鲅鱼圈港区仍有8 821.17万t/a的吞吐量提升空间。 相似文献
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从建港条件、港池正常回淤和港池骤淤等方面,综合分析了乐清湾港区采取"浅水深用"开发方案的技术可行性。研究表明,乐清湾港区采取"浅水深用"开发建设是可行的,乐清湾港池骤淤可能性不大。对乐清湾港区"浅水深用"开发方案的几个关键技术问题进行了探讨:一是码头前沿线的确定,这不仅直接关系到码头投资和营运成本,还对今后乐清湾其它工程产生较大的影响。运用全寿命周期成本理念,通过对建设投资、疏浚方量、维护成本、营运成本等方面的比较与分析以及对码头前沿线位置进行模型试验研究和多方案比选后认为,码头前沿线采用400 m栈桥方案是最为经济合理的。二是港池大开挖技术方式合理确定。为减少港池回淤,开挖方式应采取非坑槽开挖,港池与深槽连通,南、北码头区港池疏浚连通。三是港池疏浚土资源综合利用。在港池开挖和维护中,要贯彻循环经济理念,加强对港池疏浚废土的综合利用。结合港区围垦陆域工程的实施、港池疏浚吹填和软基处理,对港池疏浚泥进行资源化利用,既解决沿海大量废弃疏浚泥的处理问题,又可避免疏浚泥对环境的污染。四是港池维护措施的制定。乐清湾港区港池开挖后,港池的骤淤量虽不大,但港池开挖后采取维护措施是必要的,应考虑经济合理的备淤深度,以减少开挖方量和维护量。五是固滩护滩措施的制定。考虑到双屿港开闸泄水对港区回淤的影响,对双屿港南侧滩地采取必要的固滩护滩措施,遏制或减少双屿港开闸泄水对滩地泥沙的掀动作用。六是应结合乐清湾港池疏浚与吹填工程,加强现场监测,进一步验证前期科研成果的准确性和可靠性。监测资料分析表明,前期科研成果的准确性和可靠性是有保证的。 相似文献
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北海海警支队反映:海警支队码头港池自1994年下半年开始逐渐出现淤积,船排处淤积达1.5米之高,并使整个港池变浅,已逐步影响船只的进出及停靠,这是海警港池自1980年7月建成以来第一次出现的现象。 相似文献
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采用高空间分辨率卫星遥感影像,建立了面向对象的港口空间格局遥感监测技术流程,构建出码头指数、堆场指数、港池指数、深水岸线指数、港口效率指数,用来定量描述港口空间组成与使用效能.并选取营口鲅鱼圈港区、锦州港区、京唐港区、烟台龙口港区、烟台芝罘港区5个渤海典型港口为例,开展了实证研究.结果显示:渤海区域港口码头岸线与码头、堆场、港池的平均基本比例为1. 00∶6. 96∶51. 85∶66. 05,营口鲅鱼圈港区的堆场和港池、锦州港区的堆场以及京唐港区的码头、堆场和港池面积比例均已超过区域平均值.渤海地区5个典型港区都有较大的提升空间,营口鲅鱼圈港区、京唐港区、锦州港区、烟台芝罘港区和烟台龙口港区分别有8 722、9 587、5 940、6 909、8 795万t的吞吐量潜力可供挖掘. 相似文献
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本文就烟台港西港池一期码头工程施工的成功经验,对重力式码头的总体施工工艺作一探讨,提出码头总体施工从两端开工,中间合拢且不预制异形块的施工方法。 相似文献
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采用二维潮流数值模拟方法,对拟建的日照港岚山港区30万t原油码头工程平面布置方案进行了模拟计算,预演工程实施后码头前沿、港池回旋水域及附近海区的流场变化,并对泥沙输移进行分析计算。 相似文献
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青岛市中港东区码头工程水下爆岩工程量１．３万m^3,施工中采用了多段微差爆破,毫秒延迟爆破,导爆管起爆等多项为先进和成熟的施工技术,合理的施工组织,完善的施工管理,保证了工程质量,加快了工程进度。 相似文献
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The main purpose of this article is to systematically investigate the influence of offshore fringing reef topography on the infragravity-period harbor oscillations. The infragravity (IG) period oscillations inside an elongated harbor induced by normally-incident bichromatic wave groups are simulated using a fully nonlinear Boussinesq model, FUNWAVE 2.0. Based on an IG wave decomposition method, effects of plane reef-face slopes, reef-face profile shapes and the existence of reef ridge on bound and free IG waves and their relative components inside the harbor are comprehensively studied. For the given harbor and reef ridge, the range of the reef-face slopes and the various profile shapes studied in this paper, results show that the amplitude of the free IG waves inside the harbor increases with the increasing of the reef-face slope; while the bound IG waves inside the harbor seem insensitive to it. The effects of the profile shapes on the IG period waves inside the harbor are closely related to the width of the reef face. The existence of the reef ridge can relieve the bound IG waves to some extent when the incident short wave amplitudes are relatively large, while its effects on the free IG waves are negligible. 相似文献
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大亚湾珊瑚礁痕量金属的研究 总被引：3，自引：0，他引：3
作者采用阳极溶出伏安法测定大亚湾珊瑚礁痕量金属铜、铅、镉的含量 ,并讨论了相关的影响因素。测定结果发现 :A组、B组珊瑚礁礁体中铜、铅、镉的含量从里到外有递增的趋势 ,这与近年来大亚湾水体中铜、铅、镉含量的变化是一致的。而 A组珊瑚礁变化明显 ;B组珊瑚礁礁体中铜、铅、镉含量呈现较复杂的变化。分析认为 ,这是因珊瑚礁的形成受多种因素影响所致 :(1)海水组成对珊瑚礁化学成分的影响 ;(2 )海洋生物种类、数量及其矿物组成是制约元素分布的主要因素 ;(3)陆源碎屑组分对大亚湾珊瑚礁的化学组成有一定的影响。各因素在不同情况下所起的作用不同。 相似文献
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Underwater Explosion Treatment of Marine Soft Foundation 总被引：11，自引：0，他引：11
Zheng Zhemin Yang Zhengsheng Jin Liu
Professor Academician of Chinese Academy of Sciences Director of Mechanics Institute of Chinese Academy of Sciences Beijing
Professor Mechanics Institute of Chinese Academy of Sciences Beijing Senior Engineer Lianyungang Harbor Construction Command Post Lianyungang Province of Jiangsu 《中国海洋工程》1991,(2)
The consolidation of soft foundation is a problem that commonly appears in harbor construction engineering on muddy coast. Introduced in this paper is the experimental study on underwater explosion treatment of soft foundation, including the regulations of explosion hollow development and medium movement, the law of similarity of densification and settlement of filled stone mass by shock wave pressure and explosion energy and their construction technologies, etc. A number of projects have been completed by applying this new technique, and the technique itself has been proved practicable. 相似文献
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It is well known that the accuracy of mesh-based numerical simulations of underwater explosion strongly relies on the mesh size adopted in the analyses. Although a numerical analysis of underwater explosion can be performed with enough accuracy by using considerably fine meshes, such fine meshes may lead to substantially increase in the CPU time and the usage of computer memory. Thus, how to determine a suitable mesh size in numerical simulations is always a problem confronted when attempting to study the shock wave propagation resulting from underwater explosion and the subsequent response of structures. Considering that there is currently no universally accepted method for resolving this problem, this paper aims to propose a simple method to determine the mesh size for numerical simulations of near field underwater explosion. To this end, the mesh size effects on the shock wave propagation of underwater explosion are carefully investigated for different charge weights, through which the correlation between mesh sizes and charge weights is identified. Based on the numerical study, a dimensionless variable (λ), defined as the ratio of the radius of charge to the side length of element, is introduced to be the criterion for determining the mesh size in simulations. It is interesting to note that the presented method is suitable for various charge weights. By using the proposed meshing rule, adequate balance between solution accuracy and computational efficiency can be achieved for different blast scenarios in numerical simulations of underwater explosion. 相似文献
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利用SBAS-InSAR技术和覆盖贝鲁特港口Sentinel-1B影像,对2020年8月4日发生的贝鲁特港口大爆炸进行形变追溯分析,并结合光学影像与SBAS-InSAR测量结果对大爆炸周围建筑受损程度进行评价。结果表明:贝鲁特港口大爆炸之前地表存在微弱的形变,大爆炸致使爆炸中心和周围产生了严重的形变。300m缓冲区内的大型仓库被夷为平地,爆炸中心产生了直径为140m的大坑;300~500m范围内仓库损坏严重,岸堤形变量小;500~1000m范围内的建筑在爆炸中受损程度较小。该研究探索了SBAS-InSAR技术在特大爆炸灾害监测领域的适用性,为类似大爆炸灾害的评估与追溯提供了思路。 相似文献
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A-man Zhang Ling-yu Zeng Xiao-da Cheng Shi-ping Wang Yu Chen 《Applied Ocean Research》2011,33(4):240-251
Whipping response will happen when a ship is subjected to underwater explosion bubble load. In that condition, the hull would be broken, and even the survivability will be completely lost. A calculation method on the dynamic bending moment of bubble has been put forward in this paper to evaluate the impact of underwater explosion bubble load on the longitudinal strength of surface ships. Meanwhile the prediction equation of bubble dynamic bending moment has been concluded with the results of numerical simulation. With wave effect taken into consideration, the evaluation method of the total damage of a ship has been established. The precision of this evaluation method has been proved through the comparison with calculation results. In order to verify the validity of the calculation results, experimental data of real ship explosion is applied. Prediction equation and evaluation method proposed in this paper are to be used in ship structure design, especially in the preliminary prediction of the ultimate withstanding capability of underwater explosion damage for the integrated ship in preliminary design phase. 相似文献
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- This article briefs how to improve the holding power of a drilling vessel's anchor and to remove those unreasonable structures by such a technology - underwater-explosion technology. The article gives details of the structure, characteristics and applications of a rocket-launched anchor; as well as the principle, properties, applications of directional explosion cutting. 相似文献
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港池爆炸兴波响应的计算方法 总被引：3，自引：0，他引：3
本文以爆炸兴波的ＭＡＣ法轴对称计算结果为初值，提出了对于实际港池后期兴波响应的两种计算方法。其一是基于溶器内液体驻留运动的振型叠加法，其二是爆炸早期兴波与浅水波理论的时域衔接法。进行了一千吨ＴＮＴ当量在港池内触水爆兴波的实例计算。计算表明，该方法能够合理地描述波浪演化特征，与爆炸现场的景观相吻合，可为工程设计提供简易、实用的结果。 相似文献