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中国海洋工程(英文版)
中国海洋工程(英文版)

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季刊

0890-5487

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中国海洋工程(英文版)/Journal China Ocean EngineeringCSCDCSTPCD北大核心EISCI
查看更多>> China Ocean Engineering(简称COE)是中国科学技术协会主管、中国海洋学会主办、南京水利科学研究院编辑的英文版综合性、高科技学术季刊(刊号ISSN 0890 - 5487, CN32 – 1441 / P),于1987年创刊,每期180 ± 6页。国际订价:360美元 / 卷,国内订价:800元 / 卷。 COE办刊宗旨:向国外介绍我国与海洋工程有关的研究、设计、试验、生产、使用、管理等方面的成果以及学术动态,扩大对外宣传和交流,展示我国的研究水平。主要刊载:离岸工程、海洋工程、海洋能源利用工程、海洋环境保护工程、水下工程、潜水技术、救捞技术等方面的稿件。稿件形式:学术论文、研究简报、综合评论、调查报告、成果介绍等。COE编委会成员26人,编委会名誉主任严 恺教授 (两院院士),编委会主任邱大洪教授 (中科院院士),还有11位两院院士、6位海外学者和7位国内海洋工程界著名教授专家担任编委,本刊所刊载的论文均是在国内外首次发表的科技学术论文,不是《海洋工程》(中文版)的翻译版。 20年来,COE登载有国内大专院校、科研机构以及工程单位的两院院士和专家教授的论文;还登载一些欧美、澳洲、日本、韩国、印度、土耳其等国家及我国香港、台湾著名学者的论文;有些是中国学者与欧美、澳洲、日本、韩国、新加坡等国学者合作完成研究成果。近五年来,COE刊登论文中有近80%得到各类基金资助、有近20%是国际或国际合作完成,COE的基金论文比和国际论文比,都位居国内5300余种学术期刊的前列。 COE获中国科协、国家基金委1999年度国家自然科学基础性、高科技学术期刊专项基金资助;获中国科协2002、2003、2004和2005年度高科技学术期刊专项基金资助;获得中国科协2002年度重点期刊编辑部专项设备基金资助;获2007~2008年度国家自然科学基金重点学术期刊专项基金资助。COE目前已列入国家科技部中国科技论文统计核心源期刊,并被美国《科学引文索引》( SCI-E );美国《工程索引》( EI Compendex);俄罗斯《文摘杂志》(PЖ,AJ);日本《科学技术文献速报》(CBST);美国《剑桥科学文摘》(CSA);美国《应用力学评论》(AMR); 美国《石油文摘》(PA);等国内外18家权威检索数据库收录,在SCI-JCR公布的2001~ 2006年度国际海洋工程主题学科期刊影响因子指标中,COE均排名国际同类刊物的前十位(其中2003年度排名第七位,2005、2006年度排名第八位)。COE目前在国际海洋工程界已具有一定的知名度,并为我国海洋工程界专家、学者提供了一个在国际同行中展示自己的研究实力和水平,提高和扩大他们在国际学术领域的声望和影响的平台。COE也是我国、中国科协及江苏省的科技学术期刊中,在国际期刊界中为数不多具有影响力的专业学术期刊。COE作为国内外本行业学术界十分重要的传播和交流平台,为国家发掘培养出一大批海洋科学领域的杰出科技人才,如:两院院士;国务院学科评议组成员;长江学者;国家及省部级重点实验室主任;首席科学家;国家攻关项目负责人;上百位教授、博导和一大批博士、博士后;还有些专家学者是光华工程科技奖、国家和省部级科技进步奖、国家重大基金、国家杰出青年基金和国家基金获得者。近几年来,编辑部集体和个人取得的业绩得到上级部门的肯定和表彰,具体表现为:参评的两篇论文分别荣获“第二届(2004年)、第四届(2006年)中国科协期刊优秀学术论文奖”;COE进入首届和第二届“江苏期刊方阵”;副主编唐仁楠和编辑部主任吴永宁先后获“中国科技期刊优秀编辑奖—金牛奖”;吴永宁获“中国科技期刊青年编辑奖—骏马奖”和“江苏省科技期刊编辑学会—金马奖”;编辑部编辑杨 红获江苏省科学技术期刊编辑学会“优秀编辑”荣誉称号;吴永宁获“中国海洋学会优秀会员”荣誉称号,吴永宁被中国海洋学会期刊工作委员会和中国科学技术期刊编辑学会学术委员会聘任为委员,当选为江苏省期刊协会理事、江苏省科学技术期刊编辑学会常务理事。欢迎海内外海洋工程界的朋友们踊跃向本刊投稿。我们对高水平,特别是具有原创性的科学研究论文;对解决国际同行关注的难点与热点问题的论文;对国际合作项目、受国内外各类基金资助项目及重大科研经费资助项目完成的论文非常感兴趣,这类论文我们会安排优先发表。
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    Hydrodynamic Characteristics of Undular Tidal Bores in the Qiantang River Based on Field Observations

    ZHANG Shu-yuPAN Cun-hongZHANG Shen-yangLI Ruo-hua...
    505-518页
    查看更多>>摘要:Understanding the undular tidal bores in the Qiantang River is essential for effective river management and mainte-nance.While breaking tidal bores have been studied extensively,reports on undular tidal bores in the Qiantang River remain limited.Furthermore,observed data on undular tidal bores fulfilling the requirements of short measurement time intervals,and spring,medium,and neap tide coverage,and providing detailed data for the global vertical strati-fication of flow velocity are quite limited.Based on field observations at Qige in the Qiantang estuary,we analyzed the characteristics of undular tidal bores.The results showed that the flooding amplitude(a)of the first wave is always larger than its ebbing amplitude(b).Moreover,the vertical distribution of the maximum flood velocity exhibites three shapes,influenced by the tidal range,while that of the maximum ebb velocity exhibites a single shape.During the initial phase of the flood tide in the spring and medium tides,the upper water body experiences multiple oscillating changes along the flow direction,corresponding to the alternating process of the crest and trough of the tide level upon the arrival of the tidal bore.The tidal range is a crucial parameter in tidal bore hydrodynamics.By establishing the relationship between hydrodynamic parameters and tidal range,other hydrodynamic parameters,such as the tidal bore height,maximum flood depth-averaged velocity,maximum flood stratified velocity at the measurement points,and duration of the flood tide current,can be effectively predicted,thereby providing an important reference for river management and maintenance.

    A Time-Domain Numerical Simulation for Free Motion Responses of Two Ships Advancing in Head Waves

    PAN Su-yongCHENG Yong
    519-530页
    查看更多>>摘要:The constant panel method within the framework of potential flow theory in the time domain is developed for solving the hydrodynamic interactions between two parallel ships with forward speed.When solving problems within a time domain framework,the free water surface needs to simultaneously satisfy both the kinematic and dynamic boundary conditions of the free water surface.This provides conditions for adding artificial damping layers.Using the Runge-Kutta method to solve equations related to time.An upwind differential scheme is used in the present method to deal with the convection terms on the free surface to prevent waves upstream.Through the comparison with the available experimental data and other numerical methods,the present method is proved to have good mesh conver-gence,and satisfactory results can be obtained.The constant panel method is applied to calculate the hydrodynamic interaction responses of two parallel ships advancing in head waves.Numerical simulations are conducted on the effects of forward speed,different longitudinal and lateral distances on the motion response of two modified Wigley ships in head waves.Then further investigations are conducted on the effects of different ship types on the motion response.

    Experimental Study on Towing Characteristics of Composite Bucket Wellhead Platform

    ZHANG Pu-yangLIU Ying-feiLE Cong-huanDING Hong-yan...
    531-542页
    查看更多>>摘要:With the rapid development of large-scale development of marginal oilfields in China,simple wellhead platforms that are simple in structure and easy to install have become an inevitable choice in the process of oilfield develop-ment.However,traditional simple wellhead platforms are often discarded after a single use.In pursuit of a more cost-effective approach to developing marginal oilfields,this paper proposes a new offshore oil field development facil-ity—an integrated bucket foundation for wellhead platform.To verify the safety of its towing behavior and obtain the dynamic response characteristics of the structure,this paper takes a bucket integrated bucket foundation for wellhead platform with a diameter of 40 m as the research object.By combining physical model tests and numerical simula-tions,it analyzes the static stability and dynamic response characteristics of the structure during towing,complete with the effects of the draft,wave height,wave period,and towing point height,which produce the dynamic responses of the structure under different influence factors,such as roll angle,pitch angle,heave acceleration and towing force as well as the sensibility to transport variables.The results show that the integrated bucket foundation for wellhead platform is capable of self-floating towing,and its movement is affected by the local environment,which will provide a reference for actual projects.