An Extended Entropic Model for Cohesive Sediment Flocculation in a Piecewise Varied Shear Environment

• Published in: Entropy (Basel, Switzerland) Vol. 23; no. 10; p. 1263
• Main Authors: Zhu, Zhongfan, Dou, Jie
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.10.2021; MDPI
• Subjects: Coastal zone; Cohesion; cohesive sediment; Cohesive sediments; Correlation coefficients; Entropy; Entropy (Information theory); Estuaries; Flocculation; Hydraulic engineering; Laboratories; Lagrange multiplier; Parameters; piecewise varied shear; Population; Sediment transport; Sediments; Shear rate; Steady state
• ISSN: 1099-4300; 1099-4300
• DOI: 10.3390/e23101263

In this study, an extended model for describing the temporal evolution of a characteristic floc size of cohesive sediment particles when the flocculation system is subject to a piecewise varied turbulent shear rate was derived by the probability methods based on the Shannon entropy theory following Zhu (2018). This model only contained three important parameters: initial and steady-state values of floc size, and a parameter characterizing the maximum capacity for floc size increase (or decay), and it can be adopted to capture well a monotonic pattern in which floc size increases (or decays) with flocculation time. Comparison with 13 literature experimental data sets regarding floc size variation to a varied shear rate showed the validity of the entropic model with a high correlation coefficient and few errors. Furthermore, for the case of tapered shear flocculation, it was found that there was a power decay of the capacity parameter with the shear rate, which is similar to the dependence of the steady-state floc size on the shear rate. The entropic model was further parameterized by introducing these two empirical relations into it, and the finally obtained model was found to be more sensitive to two empirical coefficients that have been incorporated into the capacity parameter than those in the steady-state floc size. The proposed entropic model could have the potential, as an addition to existing flocculation models, to be coupled into present mature hydrodynamic models to model the cohesive sediment transport in estuarine and coastal regions.