斜波作用下管道的稳定性

Jaeyoung Lee, Keh-Han Wang
{"title":"斜波作用下管道的稳定性","authors":"Jaeyoung Lee, Keh-Han Wang","doi":"10.1109/OCEANS.2001.968141","DOIUrl":null,"url":null,"abstract":"A marine pipeline laid on the ocean floor, without burial, is exposed to current and wave induced hydrodynamic forces. If the pipeline does not have enough submerged weight to resist the hydrodynamic forces, the pipeline will be unstable, moving up and down (due to lifting force) and back and forth (due to drag and inertia force). The excessive pipe movement and oscillatory motions may cause high stress and fatigue damage to the pipe. In the past, the on-bottom stability of a pipeline under oblique waves was calculated by reducing the hydrodynamic forces due to the oblique wave angle. However, this approach gives a conservative result. In reality, a pipeline at an oblique wave angle is exposed to positive (at wave crest) and negative (at wave trough) forces, simultaneously. The counter forces will act like an anchor and keep the pipeline from moving. This paper describes how the oblique wave angle affects the marine pipeline laid on the ocean floor. The anchoring effect due to the oblique wave angle is presented.","PeriodicalId":326183,"journal":{"name":"MTS/IEEE Oceans 2001. An Ocean Odyssey. Conference Proceedings (IEEE Cat. No.01CH37295)","volume":"37 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2001-11-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Stability of pipeline under oblique waves\",\"authors\":\"Jaeyoung Lee, Keh-Han Wang\",\"doi\":\"10.1109/OCEANS.2001.968141\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A marine pipeline laid on the ocean floor, without burial, is exposed to current and wave induced hydrodynamic forces. If the pipeline does not have enough submerged weight to resist the hydrodynamic forces, the pipeline will be unstable, moving up and down (due to lifting force) and back and forth (due to drag and inertia force). The excessive pipe movement and oscillatory motions may cause high stress and fatigue damage to the pipe. In the past, the on-bottom stability of a pipeline under oblique waves was calculated by reducing the hydrodynamic forces due to the oblique wave angle. However, this approach gives a conservative result. In reality, a pipeline at an oblique wave angle is exposed to positive (at wave crest) and negative (at wave trough) forces, simultaneously. The counter forces will act like an anchor and keep the pipeline from moving. This paper describes how the oblique wave angle affects the marine pipeline laid on the ocean floor. The anchoring effect due to the oblique wave angle is presented.\",\"PeriodicalId\":326183,\"journal\":{\"name\":\"MTS/IEEE Oceans 2001. An Ocean Odyssey. Conference Proceedings (IEEE Cat. No.01CH37295)\",\"volume\":\"37 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2001-11-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"MTS/IEEE Oceans 2001. An Ocean Odyssey. Conference Proceedings (IEEE Cat. No.01CH37295)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/OCEANS.2001.968141\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"MTS/IEEE Oceans 2001. An Ocean Odyssey. Conference Proceedings (IEEE Cat. No.01CH37295)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/OCEANS.2001.968141","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

铺设在海底的海洋管道没有被掩埋,它暴露在水流和波浪引起的水动力下。如果管道没有足够的水下重量来抵抗水动力,管道就会不稳定,上下移动(由于升力)和来回移动(由于阻力和惯性力)。过度的管道运动和振荡运动可能会对管道造成高应力和疲劳损伤。过去,斜波作用下管道的底稳性是通过减小斜波角引起的水动力来计算的。然而,这种方法给出了一个保守的结果。实际上,处于斜波角的管道同时受到正(波峰处)力和负(波谷处)力的作用。反作用力将起到锚的作用,使管道不动。本文论述了斜波角对铺设在海底的海洋管道的影响。分析了斜波角对锚固的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Stability of pipeline under oblique waves
A marine pipeline laid on the ocean floor, without burial, is exposed to current and wave induced hydrodynamic forces. If the pipeline does not have enough submerged weight to resist the hydrodynamic forces, the pipeline will be unstable, moving up and down (due to lifting force) and back and forth (due to drag and inertia force). The excessive pipe movement and oscillatory motions may cause high stress and fatigue damage to the pipe. In the past, the on-bottom stability of a pipeline under oblique waves was calculated by reducing the hydrodynamic forces due to the oblique wave angle. However, this approach gives a conservative result. In reality, a pipeline at an oblique wave angle is exposed to positive (at wave crest) and negative (at wave trough) forces, simultaneously. The counter forces will act like an anchor and keep the pipeline from moving. This paper describes how the oblique wave angle affects the marine pipeline laid on the ocean floor. The anchoring effect due to the oblique wave angle is presented.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信