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.
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.
JI Yong-xing,HE Gang-qiang,LU Yong-jin. Model selection and verification for a typical spur dike's scour depth in the Yangtze River Estuary[J]. Hydro-Science and Engineering, 2000, (4): 43-47.
Citation: JI Yong-xing,HE Gang-qiang,LU Yong-jin. Model selection and verification for a typical spur dike's scour depth in the Yangtze River Estuary[J]. Hydro-Science and Engineering, 2000, (4): 43-47.

长江口典型丁坝坝头冲深计算模式选择与验证

Model selection and verification for a typical spur dike's scour depth in the Yangtze River Estuary

  • 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 .

     

    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.

     

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