Sinking Behavior of Pipeline in the Ocean
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概要
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Sinking behavior of a very long pipeline installed on the sea floor which transports the cold water and the resources in the deep sea is analysed. In the application of the subsurface tow method, the effects of a horizontal tension caused by a barge and a removing rate of buoys along the pipeline upon the maximum landing velocity and the maximum bending moment of the pipeline are examined by the theoretical and numerical analyses. As a result, it is shown that the maximum landing velocity of the pipeline and the maximum bending moment produced in the pipeline can be decreased by removing the buoys from the shore-side to the offshore-side and by increasing the removing rate and the tension caused at both ends of the pipe.
- 一般社団法人日本機械学会の論文
著者
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KAWASHIMA Takeshi
Department of Mechanical Engineering, Kanagawa Institute of Technology
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Shimogo Taro
Faculty Of Engineering Keio University
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Kawashima Takeshi
Department Of Mechanical Engineering Faculty Of Science And Technology Keio University
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Kawashima Takeshi
Department Of Chemistry Shool Of Hygienic Sciences Kitasato University
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