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Dec 31, 2015
Behaviors of the Salt Wedge and the Salinity Distribution at Estuaries
Authors: Isao Yakuwa, Susumu Takahashi, and Morimasa OhtaniAuthor Affiliations
Publication: Coastal Engineering 1978
Abstract
The salt wedge has been observed by ultrasonic method at estuaries of the Ishikari, Shiribetsu and Rumoi River in Hokkaido, Japan. According to the records of the longitudinal profile of the salt wedge, behavior of the interface of salt and fresh water is strongly influenced by configurations of the water course and the river, bed. Therefore, in this paper, a distance from the front of the salt wedge to the river mouth is divided into two or three sections in accordance with behavior of the interface, and the salinity distribution in the upper layer is estimated in each section.
By solving the differential equation of two dimentional salinity diffusion, the distribution is represented by terms of flow velocity, diffusion coefficients, depth of the upper layer and salinity at the boundary. Where, diffusion coefficients are determined by comparing evaluated longitudinal distribution of surface salinity with observed one.
By estimating the rate of salinity entrainment into the upper layer, the entrainment coefficient E at the interface is evaluated as E = 0.4 x 10-5 ˜ 0.8 x 10-3 at three estuaries.
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© 1978 American Society of Civil Engineers.
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Published online: Dec 31, 2015
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Isao Yakuwa
Professor, Department of Engineering Science, Hokkaido University, Sapporo, Japan.
Susumu Takahashi
Associate Professor, Department of Engineering Science, Hokkaido University.
Morimasa Ohtani
Research Assistant, Department of Engineering Science, Hokkaido University.
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