Empirical equation for transverse dispersion coefficient based on theoretical background in river bends

• Published in: Environmental fluid mechanics (Dordrecht, Netherlands : 2001) Vol. 13; no. 5; pp. 465 - 477
• Main Authors: Baek, Kyong Oh, Seo, Il Won
• Format: Journal Article
• Language: English
• Published: Dordrecht Springer Netherlands 01.10.2013; Springer; Springer Nature B.V
• Subjects: Classical Mechanics; Dimensional analysis; Dispersion; Earth and Environmental Science; Earth Sciences; Earth, ocean, space; Environmental Physics; Exact sciences and technology; External geophysics; Freshwater; Hydrogeology; Hydrology/Water Resources; Meteorology; Oceanography; Original Article; Rivers; Theoretical background; Empirical equation; Transverse dispersion coefficient; River bend; rivers; Dispersion coefficient
• ISSN: 1567-7419; 1573-1510
• DOI: 10.1007/s10652-013-9276-5

There are different approaches to estimating the transverse dispersion coefficient in river mixing. Theoretical approaches have derived the dispersion coefficient from the concept of shear flow, which has dominant effects on the transverse mixing. Empirical approaches have developed an equation using the hydraulic and geometric data of rivers through dimensional analysis and regression techniques. These two equations interact closely with each other. For example, the complicated theoretical equation can be simplified by empirical approaches, and the functional relationships of the empirical equation can be derived from theoretical bases. In this study, a new empirical equation for the transverse dispersion coefficient has been developed based on the theoretical background in river bends. As a regression method, the least-square iterative method was used because the equation was a nonlinear model. The estimated dispersion coefficients derived by the new equation were compared with observed transverse dispersion coefficients acquired from natural rivers and coefficients calculated by the other existing empirical equations. From a comparison of the existing transverse dispersion equations and the proposed equation, it appears that the behavior of the existing formula in a relative sense is very much dependent on the flow condition and the river geometry. Moreover, the proposed equation does not vary widely according to variation of flow conditions. Also, it was revealed that the equation proposed in this study becomes an asymptotic curve as the curvature effect increases.