A Numerical Modeling Framework for Cohesive Sediment Transport Driven by Waves and Tidal Currents
Abstract
LONG-TERM GOALS: To develop a robust multi-phase, multi-class numerical modeling framework for both cohesive and non-cohesive sediment transport in the fluvial, estuarine and coastal environments. OBJECTIVES: 1. Developing a 3D turbulence-resolving numerical model for fine sediment transport in the oscillatory boundary layer in order to understand how turbulence-sediment interactions can determine the state of muddy seabed (transport modes). 2. Studying the interplay between the rheological stress and turbulence modulation in determining the transition of flow modes and hydrodynamic dissipation. 3. Extending the existing turbulence-resolving numerical study to coarser grain (sand) and polydispersed (e.g., size, density and shape) transport based on four-way-coupled Eulerian and Euler-Lagrangian numerical frameworks.
Document Details
- Document Type
- Technical Report
- Publication Date
- Sep 30, 2012
- Accession Number
- ADA572764
Entities
People
- Tian-jian Hsu
Organizations
- University of Delaware