中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Submarine pipeline lateral instability on a sloping sandy seabed

文献类型:期刊论文

作者Gao FP(高福平); Han XT(韩希霆); Cao J; Sha Y; Cui JS(崔金声); Gao, FP
刊名OCEAN ENGINEERING
出版日期2012-08-01
卷号50页码:44-52
通讯作者邮箱fpgao@imech.ac.cn
关键词Sloping seabed Deepwater pipeline On-bottom stability Ocean currents Partially-Embedded Pipeline Scour Flow Stability Currents
ISSN号0029-8018
产权排序[Gao, Fu-Ping;Han, Xi-Ting; Cui, Jin-Sheng] Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China; [Cao, Jing; Sha, Yong] China Natl Offshore Oil Co CNOOC Res Inst, Beijing 100027, Peoples R China
通讯作者Gao, FP ; Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
合作状况国内
中文摘要Ocean-current induced pipeline on-bottom stability on a sloping sandy seabed involves a complex interaction between the hydrodynamic loading, the untrenched pipeline and the neighboring soil. In this study, a newly-designed pipe-soil interaction facility and a flow-structure-soil interaction flume have been utilized for full-scale physical modeling of the pipeline instability on a sloping sand-bed, including the downslope instability and the upslope instability. Unlike the pipeline lateral stability on the horizontal seabed, an initial lateral-soil-resistance is developed and the static-instability might be triggered for the sloping seabed. According to dimensionless analyses, an ultimate lateral-soil-resistance coefficient is proposed to describe the interaction of the pipe with the sloping sand-bed. Experimental results indicate that sand-bed slope angle, pipe submerged weight and end-constraints have much influence on pipe on-bottom stability. No matter for the upslope instability or the downslope instability, the corresponding lateral-soil-resistance coefficient for a sloping sand-bed is larger than that for a horizontal sand-bed.
学科主题流固耦合作用
分类号一类
收录类别SCI ; EI
资助信息This work is financially supported by Knowledge Innovation Program of Chinese Academy of Sciences (Grant No. KJCX2-YW-L02) and China National S&T Major Project (Grant No. 2008ZX05026-005-09). Helpful discussion with Senior Engineer X. Jia from CNOOC Research Institute and the technical assistances from Mr. F.L. Zhang and Mr. H.T. Zhang are greatly appreciated.
原文出处http://dx.doi.org/10.1016/j.oceaneng.2012.05.012
语种英语
WOS记录号WOS:000306769400006
公开日期2013-01-18
源URL[http://dspace.imech.ac.cn/handle/311007/46647]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
通讯作者Gao, FP
推荐引用方式
GB/T 7714
Gao FP,Han XT,Cao J,et al. Submarine pipeline lateral instability on a sloping sandy seabed[J]. OCEAN ENGINEERING,2012,50:44-52.
APA 高福平,韩希霆,Cao J,Sha Y,崔金声,&Gao, FP.(2012).Submarine pipeline lateral instability on a sloping sandy seabed.OCEAN ENGINEERING,50,44-52.
MLA 高福平,et al."Submarine pipeline lateral instability on a sloping sandy seabed".OCEAN ENGINEERING 50(2012):44-52.

入库方式: OAI收割

来源:力学研究所

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