Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/50489
Title: Modelling the transport of fine suspended sediments
Authors: Nguyen, Hoang Ha
Keywords: DRNTU::Engineering::Civil engineering::Water resources
Issue Date: 2012
Source: Nguyen, H. H. (2012). Modelling the transport of fine suspended sediments. Doctoral thesis, Nanyang Technological University, Singapore.
Abstract: The study of fine sediment transport is complicated because it consists of many separate processes such as flocculation if the sediment is cohesive, settling and mixing, deposition, re-suspension and consolidation, etc. In order to model the transport process accurately, all the above-mentioned individual processes and the hydrodynamic characteristics of the flow field need to be correctly modeled, simultaneously. Many studies on the sediment transport process have been conducted in the past; however, gaps exist in our knowledge on this topic and much scope for improvements exists. The present study focuses on some of the fundamental behaviour of sediments in the aquatic environment. These include floc density, dynamic viscosity, and effects of turbulence and sediment concentration on flocculation and settling velocity of (floc) particles. A physically-based parametric approach is developed to improve the existing models; turbulent Reynolds number ( Ret ≡ k2 / εv , where k and ε are the turbulent kinetic energy and its dissipation rate, respectively), which reflects the turbulence level, is used to estimate the strength of flocs and effects of turbulence on the flocculation and settling velocity.
URI: https://hdl.handle.net/10356/50489
DOI: 10.32657/10356/50489
Schools: School of Civil and Environmental Engineering 
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

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