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潮平两岸阔--潮汐助力苏伊士运河搁浅货轮脱困

FROM SHORE TO SHORE,IT IS WIDE AT HIGH TIDE--TIDE HELPS SUEZ CANAL STRANDED“EVER GIVEN”FREIGHTER OUT OF DIFFICULTY
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摘要 通过赏析著名诗人杜荀鹤的《泾溪》、韦应物的《滁州西涧》及王湾的《次北固山下》,对2021年3月23日发生于埃及苏伊士运河的“长赐”号货轮搁浅及其堵塞河道事件可能的原因进行分析,探究货轮搁浅及其上浮脱困的科学原理,认为“长赐”号货轮或突遇强风,因“岸壁效应”搁浅,因“舟自横”引发运河堵塞,最终借力“潮汐”脱困。 Based on the analysis of poems Jingxi,ChuzhouXijian,and Under the Cibeigu Mountain,which was written by Du Xunhe,Wei Yingwu,Wangwan,respectively,we analyze the incident that the stranded container ship,Ever Given,blocked the Suez Canal in Egypt on March 23,2021,and explore the possible scientific principles of the grounding,re-float,and moving of the container ship.We conclude that Ever Given may be stranded by“wall effect”,for which the canal was blocked by“self-crossing”due to strong wind,and finally,the ship got out of the trouble with the help of“tide”.
作者 常皓 杨绍琼 姜楠 CHANG Hao;YANG Shaoqiong;JIANG Nan(School of Mechanical Engineering,Tianjin University,Tianjin 300350,China)
出处 《力学与实践》 北大核心 2021年第6期1006-1011,共6页 Mechanics in Engineering
关键词 苏伊士运河 “长赐” 平衡稳定性 岸壁效应 潮汐 Suez Canal Ever Given balance stability bank effect tide
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  • 1熊新民,吴秀恒.自由面和岸壁对限制航道中船舶操纵性水动力的影响[J].中国造船,1994,35(1):34-44. 被引量:5
  • 2邹早建.船舶操纵性研究进展[C]//中国造船工程学会第六届船舶力学学术委员会全体会议论文集.镇江:中国造船工程学会,2006.
  • 3Norrbin N H. Bank effect on a ship moving through a short dredged ehannel[C]//10th Symposium on Na- val Hydrodynamies, Cambridge, MA, USA, 1974, 71-87.
  • 4Duffy J T. The effect of channel geometry on ship operation in a port[C]//30th PIANC-AIPCN Con- gress, Sydney, September 2002.
  • 5Li D Q, Leer-Andersen M, Ottosson P, Tragardh P. Experimental investigation of bank effects under ex- treme conditions EC3//PRADS " 2001, Shanghai, 2001.
  • 6Vantorre M, Delefortrie G. Experimental investiga- tion of ship-bank interaction forces[C]//MARSIM 03, Kanazawa, Japan, 2003.
  • 7Dand I W. Some measurements of interaction induced by surface-piercing and flooded banks[R]. National Maritime Institute Report, Rl10, 1981.
  • 8Renilson M R, Munro A. The effect of slope and an- gle on bank interactlon[J].The Naval Architect, 1989(3) :Elll-Ell2.
  • 9邹早建,黄兰萍.一种实用的浅水非线性兴波阻力计算方法[C]//中国交通研究与探索:第三届全国交通运输领域青年学术会议文集,武汉,1999年10月:484-490.
  • 10Ch'ng P W,Doctors L J,Renilson M R. A method of calculating the ship-bank interaction forces and moments in restricted water[J]. International Ship- building Progress, 1993,40(421) : 7-2a.

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