IMECH-IR  > 力学所知识产出(1956-2008)
海底边界对水下管线的水动力影响
鄂学全; 李战华; 凌国灿
Source Publication海洋工程
1989
Volume7Issue:1Pages:96-100
ISSN1005-9865
Abstract本文叙述了在定常流中,用平板模拟海底平面边界,在雷诺数R_e为4.0×10~3~1.5×10~5范围内,测量了孤立圆柱和离平板不同距离上的单柱的阻力(C_D)、升力(C_L)、上抬力(C_(LO))等水动力系数和响应频率f。研究了管道距平板边界的相对间距H/D(H为圆柱与平板之间的间距;D为圆柱直径)对水动力特性的影响。
Keyword海底边界 水动力系数 水下管线 阻力系数 动力影响 脉动升力系数 海底管线 圆柱模型 响应频率
Language中文
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/36462
Collection力学所知识产出(1956-2008)
Corresponding Author鄂学全
Recommended Citation
GB/T 7714
鄂学全,李战华,凌国灿. 海底边界对水下管线的水动力影响[J]. 海洋工程,1989,7(1):96-100.
APA 鄂学全,李战华,&凌国灿.(1989).海底边界对水下管线的水动力影响.海洋工程,7(1),96-100.
MLA 鄂学全,et al."海底边界对水下管线的水动力影响".海洋工程 7.1(1989):96-100.
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