摘要
与常规明渠流断面流速对数分布形态不同,外海连岛间海域断面流速呈现出复杂的分布特征,其主要原因在于凹凸不平海床面对海域流场分布有很大的影响。通过室内模型试验发现,峡岛湍流海域垂线流速基本呈二次抛物线分布形态,随后通过分析计算提出了以等效坡度为主因子的湍流流速分布公式。该公式计算结果与现场实测结果比较吻合,同时还给出了以抛物线分布形态为基准的水流力荷载计算修正系数。研究成果可为峡岛海域的工程结构设计提供参考。
In contrast to the logarithmic distribution of the flow velocity in the open channel section,the cross-section velocity in sea area of channel island presents complex distribution characteristics because the uneven sea bed has a great influence on the distribution of the flow field in the sea area. Through the indoor model test,it was found that the vertical velocity in the turbulent sea area of the channel island was in the form of a quadratic parabola,and then through the analysis and calculation,the turbulence velocity distribution formula was put forward,which takes the equivalent slope as the main factor. The calculation results of the formula were in good agreement with the field measured results,and the correction coefficient of the flow load calculation based on the parabola distribution pattern was also given. The study can be used as a reference for the engineering structure design in the sea area of channel island.
作者
刘建波
何超然
杨炎华
张磊
董海洋
LIU Jianbo;HE Chaoran;YANG Yanhua;ZHANG Lei;DONG Haiyang(CCCC Second Harbor Engineering Co.,Ltd.,National Technology Center,Wuhan 430040,China;Ocean College,Zhejiang University,Hangzhou 310058,China)
出处
《人民长江》
北大核心
2019年第1期184-190,共7页
Yangtze River
关键词
水流力
修正系数
湍流流速
断面流速分布
等效坡度
峡岛海域
flow force
correction coefficient
velocity of turbulent flow
velocity distribution in section
equivalent slope
sea area of isthmus island