引用本文:季永兴,何刚强,卢永金.长江口典型丁坝坝头冲深计算模式选择与验证[J].水利水运工程学报,2000,(4):43-47
【打印本页】   【HTML】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 927次   下载 0 本文二维码信息
码上扫一扫!
分享到: 微信 更多
长江口典型丁坝坝头冲深计算模式选择与验证
季永兴,何刚强,卢永金
上海市水利工程设计研究院,上海,200051
摘要:
根据长江口的水文泥沙特性和丁坝的特征 .探讨了适合于长江口典型丁坝坝头最大冲深计算的模式 ,为丁坝坝头冲刷坑深度计算和判断冲刷坑的稳定性提供依据 .并给出了适合于长江口典型丁坝坝头床沙起冲流速的估算式 .
关键词:  丁坝,冲深,起冲流速,长江口
DOI:
分类号:TV8
基金项目:
Model selection and verification for a typical spur dike's scour depth in the Yangtze River Estuary
JI Yong-xing,HE Gang-qiang,LU Yong-jin
Abstract:
Based on the analysis of computing formulas of scour depth around spur dikes all over the world and the characteristics of hydrology and sediment in the Yangtze River Estuary, a suitable computing model for the scour depth around a typical spur dike in the Yangtze River Estuary is elaborated in the paper . According to the measured data, the practicality of the computing formulas is verified, and the estimated formula for the initial scour velocity in front of the dike is given.
Key words:  spur dike,scour depth,initial scour velocity,Yangtze River Estuary
手机扫一扫看