| One-Dimensional Unsteady Analytical Solution of Salinity Intrusion in Estuaries |
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| 作者姓名： | 宋志尧 黄宣军 张红贵 陈西庆 孙俊 |
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| 作者单位： | State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering Ocean College Hohai University，State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering，Ocean College Hohai University，State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering，Ocean College Hohai University，State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering，Ocean College Hohai University，State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering，Ocean College Hohai University，Nanjing 210098，China，Nanjing 210098，China，Nanjing 210098，China，Nanjing 210098，China，Nanjing 210098，China |
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| 摘 要： | Based on the one-dimensional salinity transport equation with constant diffusion coefficient, and separated water flow velocity into runoff and tidal current with the single-frequency in an idealized estuary, the simplest unsteady analytical so- lution of salinity intrusion is deduced and the estimation formula of diffusion coefficient is obtained in this paper. The unsteady solution indicates that salinity process in estuaries results from the interaction of runoff and tidal current, and its amplitude is in direct proportion to the product of the velocity of runoff water and the amplitude of tidal flow velocity and in inverse proportion to the diffusion coefficient and the tidal angular frequency, and its phase lag tidal flow with 7/2 which reveals the basic features of the maximum salinity appearing after flood slack and the minimum salinity appearing before ebb slack under the effect of runoff （the advance or lag time is relative to the magnitude of runoff and tidal flow）. According to the measured flow velocity and salinity data, the salinity diffusion coefficient could be estimated. Finally, with the field data of observing sites on the deepwater navigation channel of the Yangtze Estuary, the diffusion coefficient is calculated and a comparative analysis of simulated and measured of salinity process is made. The results show that the solution can comprehensively reflects the basic characteristics and processes of salinity intrusion under the interaction of runoff and tidal flow in estuaries. The solution is not only suitable for theoretical research, but also convenient for estimating reasonable physical parameters and giving the initial condition in the salinity intrusion numerical simulation.
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| 关 键 词： | 盐度 径流 潮汐 海洋工程 |
One-Dimensional Unsteady Analytical Solution of Salinity Intrusion in Estuaries |
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| SONG Zhi-yao,HUANG Xuan-jun,ZHANG Hong-gui,CHEN Xi-qing,KONG Jun.One-Dimensional Unsteady Analytical Solution of Salinity Intrusion in Estuaries[J].China Ocean Engineering,2008,22(1):113-122. |
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| Authors: | SONG Zhi-yao HUANG Xuan-jun ZHANG Hong-gui CHEN Xi-qing KONG Jun |
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| Institution: | State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Ocean College, Hohai University, Nanjing 210098, China |
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| Abstract: | Based on the one-dimensional salinity transport equation with constant diffusion coefficient, and separated water flow velocity into runoff and tidal current with the single-frequency in an idealized estuary, the simplest unsteady analytical solution of salinity intrusion is deduced and the estimation formula of diffusion coefficient is obtained in this paper. The unsteady solution indicates that salinity process in estuaries results from the interaction of runoff and tidal current, and its amplitude is in direct proportion to the product of the velocity of runoff water and the amplitude of tidal flow velocity and in inverse proportion to the diffusion coefficient and the tidal angular frequency, and its phase lag tidal flow with π/2 which reveals the basic features of the maximum salinity appearing after flood slack and the minimum salinity appearing before ebb slack under the effect of runoff (the advance or lag time is relative to the magnitude of runoff and tidal flow). According to the measured flow velocity and salinity data, the salinity diffusion coefficient could be estimated. Finally, with the field data of observing sites on the deepwater navigation channel of the Yangtze Estuary, the diffusion coefficient is calculated and a comparative analysis of simulated and measured of salinity process is made. The results show that the solution can comprehensively reflects the basic characteristics and processes of salinity intrusion under the interaction of runoff and tidal flow in estuaries. The solution is not only suitable for theoretical research, but also convenient for estimating reasonable physical parameters and giving the initial condition in the salinity intrusion numerical simulation. |
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| Keywords: | salinity intrusion runoff tidal flow diffusion coefficient Yangtze Estuary |
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