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Study on the Log-Linear Velocity Profile of Near-Bed Tidal Current in Estuarine and Coastal Waters
作者姓名:宋志尧  严以新  郝嘉凌  孔俊  张红贵
作者单位:State Key Laboratory of Hydrology Water Resources and Hydraulic Engineering, Ocean College, Hohai University, Nanjing 210098, China
基金项目:国家自然科学基金;高等学校博士学科点专项科研项目
摘    要:Many observed data show that the near-bed tidal velocity profile deviates from the usual logarithmic law. The amount of deviation may not be large, but it results in large errors when the logarithmic velocity profile is used to calculate the bed roughness height and friction velocity (or shear stress). Based on their investigation, Kuo et al. (1996) indicate that the deviation amplitude may exceed 100%. On the basis of fluid dynamic principle, the profile of the near-bed tidal velocity in estuarine and coastal waters is established by introducing Prandtl' s mixing length theory and Von Kannan selfsimilarity theory. By the fitting and calculation of the near-bed velocity profde data observed in the west Solent, England, the results are compared with those of the usual logarithmic model, and it is shown that the present near-bed tidal velocity profile model has such advantages as higher fitting precision, and better inner consistency between the roughness height and friction velocity. The calculated roughness height and friction velocity are closer to reality. The conclusions are validated that the logarithmic model underestimates the roughness height and friction velocity during tidal acceleration and overestimates them during tidal deceleration.

关 键 词:河口湾  近岸水域  近岸流  潮流  对数-线性速度曲线  对数速度曲线
收稿时间:2006-03-17
修稿时间:2006-08-18

Study on the Log-Linear Velocity Profile of Near-Bed Tidal Current in Estuarine and Coastal Waters
SONG Zhi-yao,YAN Yi-xin,HAO Jia-ling,KONG Jun,ZHANG Hong-gui.Study on the Log-Linear Velocity Profile of Near-Bed Tidal Current in Estuarine and Coastal Waters[J].China Ocean Engineering,2006,20(4):573-584.
Authors:SONG Zhi-yao  YAN Yi-xin  HAO Jia-ling  KONG Jun  ZHANG Hong-gui
Abstract:Many observed data show that the near-bed tidal velocity profile deviates from the usual logarithmic law. The amount of deviation may not be large, but it results in large errors when the logarithmic velocity profile is used to calculate the bed roughness height and friction velocity (or shear stress). Based on their investigation, Kuo et al. (1996) indicate that the deviation amplitude may exceed 100%. On the basis of fluid dynamic principle, the profile of the near-bed tidal velocity in estuarine and coastal waters is established by introducing Prandtl's mixing length theory and Von Karman self-similarity theory. By the fitting and calculation of the near-bed velocity profile data observed in the west Solent, England, the results are compared with those of the usual logarithmic model, and it is shown that the present near-bed tidal velocity profile model has such advantages as higher fitting precision, and better inner consistency between the roughness height and friction velocity. The calculated roughness height and friction velocity are closer to reality. The conclusions are validated that the logarithmic model underestimates the roughness height and friction velocity during tidal acceleration and overestimates them during tidal deceleration.
Keywords:tidal velocity profile  logarithmic law  roughness height  friction velocity
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