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One Analytical Method for Salinity Intrusion into Estuaries of Well-Mixed Type

机译:盐度入侵混合型河口的一种分析方法

摘要

An analytical expedient for salinity intrusion of well-mixed estuaries is to solve one dimensional convective diffusion equation in any kind of way. As the stream of estuary is unsteady due to tide and the flow area is nonuniform in longitudinal direction, the flow velocity, the cross sectional area and the dispersion coefficient in estuary vary with time and position. Therefore it is very difficult to solve analytically the convective diffusion equation which has these functions of time and position for hydraulic coefficients. In this paper the complex problems are made simple as follows, solving the equation of salinity convective diffusion in estuaries. Considering that the diffusion equation holds good averagely during a tidal cycle and solving the diffusion equation in wihch velocity is transformed into constant river discharge velocity, longitudinal salinity distribution at low tide slack is determined. Next, the salinity distribution at low tide slack is carried through the estuary by means of tidal velocity. The solutions obtained by this method are presented and are applied in the Chikugo River. The analytical results show fairly good agreement with the field observed data.
机译:混合河口盐分侵入的分析权宜之计是以任何方式求解一维对流扩散方程。由于潮汐导致河口水流不稳定,并且水流的长度方向不均匀,因此河口的流速,横截面积和分散系数会随时间和位置而变化。因此,很难对具有水力系数的时间和位置的这些功能的对流扩散方程进行解析求解。本文将复杂问题简化如下,解决了盐度对流扩散在河口的方程。考虑到扩散方程在一个潮汐周期内均值保持良好,并通过将扩散方程转换为恒定的河流排放速度来求解,可以确定低潮汐松弛下的纵向盐度分布。接下来,利用潮汐速度将低潮松弛处的盐分分布带入河口。介绍了通过这种方法获得的解决方案,并将其应用于筑后河。分析结果表明与实测数据相当吻合。

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