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港口工程设计中的一些潮汐计算问题 被引量:3
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作者 邵守良 张锦文 《港工技术》 北大核心 2001年第4期4-5,31,共3页
对目前港口工程设计的一些潮汐计算问题 ,如设计高、低水位 ,重现期水位 ,以及海平面上升对它们的影响等提出了建议。
关键词 港口工程 潮汐计算 设计水位 海平面上升
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潮汐非调和常数的计算及应用 被引量:14
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作者 黄辰虎 侯世喜 +3 位作者 黄谟涛 欧阳永忠 暴景阳 许家琨 《海洋测绘》 2005年第4期22-24,共3页
潮汐非调和常数对于港工建设、航运和军事活动等非常重要。基于模型法原理,实现了非调和常数的电算化,相对于手工来讲,提高了计算速度和精度,可应用于海道测量作业。
关键词 海道测量 潮汐计算 非调和常数
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天文变量的计算 被引量:1
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作者 黄磊 黄祖珂 陈宗镛 《海洋湖沼通报》 CSCD 2003年第3期96-100,共5页
根据IUGG第十届全体会议决议,1984年起采用新的天文常数,属于J2000.0系统。现在潮汐计算中仍普遍采用J1900.0系统的公式计算天文变量。本文依据2个系统的公式计算了天文变量。计算表明,依据新旧2个系统计算的天文变量对潮汐的计算造成... 根据IUGG第十届全体会议决议,1984年起采用新的天文常数,属于J2000.0系统。现在潮汐计算中仍普遍采用J1900.0系统的公式计算天文变量。本文依据2个系统的公式计算了天文变量。计算表明,依据新旧2个系统计算的天文变量对潮汐的计算造成的差异很小,J1900.0系统的计算公式仍可继续使用到2099年。尽管如此,本文认为目前在潮汐计算中应该根据IUGG第十届全体会议决议的要求采用J2000.0系统的公式计算天文变量。 展开更多
关键词 天文变量 潮汐计算 J2000.O系统 天文常数
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亚马逊河自引航行探讨
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作者 郑伟 《天津航海》 2024年第3期4-7,共4页
文章根据多次进出亚马逊河的航行经验总结了航行条件和潮汐计算方法,根据实际情况设计出了两条航线并在实际航行中得到验证,指明了需要避开的风险点,供自引进出亚马逊河的船舶参考。
关键词 亚马逊河 NORTH BAR 浅滩 自引航行 潮汐计算 FAZENDINHA 引水站
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Numerical Study on Tides in the Taiwan Strait and its Adjacent Areas 被引量:3
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作者 朱佳 胡建宇 +4 位作者 张文舟 曾淦宁 陈德文 陈金泉 商少平 《Marine Science Bulletin》 CAS 2009年第2期23-36,共14页
Diurnal and semi-diurnal tides in the Taiwan Strait and its adjacent areas are calculated by using a two-dimensional finite-difference model. Compared with data of more than 20 observation stations around the Taiwan S... Diurnal and semi-diurnal tides in the Taiwan Strait and its adjacent areas are calculated by using a two-dimensional finite-difference model. Compared with data of more than 20 observation stations around the Taiwan Strait, the model-produced results agree quite well with those of previous researches using observational data from coastal tidal gauge stations. According to the results, the co-tidal and co-range charts are given. Furthermore, the characteristics of 8 major tidal constituents have been uminated respectively. The result shows that: (1) The tide motion can be attributed to the interaction between the degenerative rotary tidal system in the north and the progressive tidal system in the south. (2) The southward and northward tidal waves of semi-diurnal tide converge in the middle of the Taiwan Strait while the diurnal tidal waves propagate southwestward through the Taiwan Strait and the Luzon Strait. (3) The maximum amplitude of semi-diurnal tides exists at the area between the Meizhou Bay and Xinghua Bay, and that of diurnal tides appears in the region to the east of the Leizhou Peninsula, (4) The patterns of co-tidal and co-range charts of N2, K2 and P1, Q1 tidal constituents are similar to those of M2, S2 and K1 O1 tidat constituents, respectively 展开更多
关键词 Taiwan Strait and its adjacent areas tidal characteristics MODEL
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青春献大海
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作者 徐维春 章仕才 《政工学刊》 1999年第6期44-44,共1页
关键词 新闻报道 演习 社会主义道德规范 气象条件 思想转化工作 训练团 气候突变 海上演练 海面波涛 潮汐计算
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An isopycnic-coordinate internal tide model and its application to the South China Sea 被引量:6
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作者 苗春葆 陈海波 吕咸青 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2011年第6期1339-1356,共18页
A three-dimensional isopycnic-coordinate ocean model for the study of internal tides is presented. In this model, the ocean interior is viewed as a stack of isopycnic layers, each characterized by a constant density. ... A three-dimensional isopycnic-coordinate ocean model for the study of internal tides is presented. In this model, the ocean interior is viewed as a stack of isopycnic layers, each characterized by a constant density. The isopycnic coordinate performs well at tracking the depth variance of the thermocline, and is suitable for simulation of internal tides. This model consists of external and internal modes, and barotropic and baroclinic motions are calculated in the two modes, respectively. The capability of simulating internal tides was verified by comparing model results with an analytical solution. The model was then applied to the simulation of internal tides in the South China Sea (SCS) with the forcing of M2 and K1 tidal constituents. The results show that internal tides in the SCS are mainly generated in the Luzon Strait. The generated M2 internal tides propagate away in three different directions (branches). The branch with the widest tidal beam propagates eastward into the Pacific Ocean, the most energetic branch propagates westward toward Dongsha Island, and the least energetic branch propagates southwestward into the basin of the SCS. The generated KI internal tides propagate in two different directions (branches). One branch propagates eastward into the Pacific Ocean, and the other branch propagates southwestward into the SCS basin. The steepening process of internal tides due to shoaling effects is described briefly. Meridionally integrated westward energy fluxes into the SCS are comparable to the meridionally integrated eastward energy fluxes into the Pacific Ocean. 展开更多
关键词 internal tides isopycnic coordinate numerical simulation South China Sea (SCS)
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从海洋与国防谈到筹设海洋观象壹
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作者 吕炯 《地理学报》 EI 1935年第3期65-79,共15页
今之谈国防者,无不举炮舰之固,堡垒之坚,飞机之速,为当务之急。诚然,二十世纪之时代,苟无精良之军器,坚固之炮台,与夫迅速之飞机,虽有百倍之士气亦徒资敌人之牺牲而已。然苟有坚甲利兵,而昧於天时地利,则虽雄师十万,精乓粮足,一旦失算,... 今之谈国防者,无不举炮舰之固,堡垒之坚,飞机之速,为当务之急。诚然,二十世纪之时代,苟无精良之军器,坚固之炮台,与夫迅速之飞机,虽有百倍之士气亦徒资敌人之牺牲而已。然苟有坚甲利兵,而昧於天时地利,则虽雄师十万,精乓粮足,一旦失算,败亡立见,史实昭然。 展开更多
关键词 观象台 海洋学 潮汐计算 水文计算 海洋气象 海水
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Three-dimensional numerical simulation of a vertical axis tidal turbine using the two-way fluid structure interaction approach 被引量:7
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作者 Syed-shah KHALID Liang ZHANG +1 位作者 Xue-wei ZHANG Ke SUN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2013年第8期574-582,共9页
The objective of this study was to develop, as well as validate the strongly coupled method (two-way fluid structural interaction (FSI)) used to simulate the transient FSI response of the vertical axis tidal turbine (... The objective of this study was to develop, as well as validate the strongly coupled method (two-way fluid structural interaction (FSI)) used to simulate the transient FSI response of the vertical axis tidal turbine (VATT) rotor, subjected to spatially varying inflow. Moreover, this study examined strategies on improving techniques used for mesh deformation that account for large displacement or deformation calculations. The blade's deformation for each new time step is considered in transient two-way FSI analysis, to make the design more reliable. Usually this is not considered in routine one-way FSI simulations. A rotor with four blades and 4-m diameter was modeled and numerically analyzed. We observed that two-way FSI, utilizing the strongly coupled method, was impossible for a complex model; and thereby using ANSYS-CFX and ANSYS-MECHANICAL in work bench, as given in ANSYS-WORKBENCH, helped case examples 22 and 23, by giving an error when the solution was run. To make the method possible and reduce the computational power, a novel technique was used to transfer the file in ANSYS-APDL to obtain the solution and results. Consequently, the results indicating a two-way transient FSI analysis is a time- and resource-consuming job, but with our proposed technique we can reduce the computational time. The ANSYS STRUCTURAL results also uncover that stresses and deformations have higher values for two-way FSI as compared to one-way FSI. Similarly, fluid flow CFX results for two-way FSI are closer to experimental results as compared to one-way simulation results. Additionally, this study shows that, using the proposed method we can perform coupled simulation with simple multi-node PCs (core i5). 展开更多
关键词 Vertical axis tidal turbine Renewable energy Two-way fluid structure interaction (FSI)
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