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https://hdl.handle.net/11681/7695| Title: | PTM: Particle tracking model; Report 1: Model theory, implementation, and example applications |
| Authors: | Pacific International Engineering Brigham Young University. Department of Civil and Environmental Engineering MacDonald, Neil J. Davies, Michael H. Zundel, Alan K. Howlett, John D. Demirbilek, Zeki. Gailani, Joseph Z. Lackey, Tahirih C. Smith, S. Jarrell |
| Keywords: | Coastal Inlets Research Program Dredging Operations and Environmental Research Particle tracking model Sediment transport Hydrodynamics and waves |
| Publisher: | Coastal and Hydraulics Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
| Series/Report no.: | ERDC/CHL TR-06-20. |
| Description: | Technical Report This report introduces a Lagrangian-based Particle Tracking Model (PTM) developed by the Coastal Inlets Research Program (CIRP) and the Dredging Operations and Environmental Research Program (DOER) being conducted at the U.S. Army Engineer Research and Development Center. The PTM’s Lagrangian framework is one in which the sediment being modeled is discretized into a finite number of particles that are followed as they are transported by the flow. Lagrangian modeling is insightful for modeling transport from specified sources. Many particles are modeled such that transport patterns are representative of all particle movement from the sources. The model operates in the Surface-water Modeling System (SMS) interface and allows the user to simulate particle transport processes to determine particle fate and pathways. Waves and currents used in the PTM as forcing functions are developed through other models and input directly to the PTM. PTM Version 1.0 input files are from the ADCIRC or M2-D depth-averaged hydrodynamic models and STWAVE and WABED wave models. Other models can be used as input by first converting their output to ADCIRC, M2-D, or STWAVE and WABED formats. The general features, formulation, and capabilities of PTM Version 1.0 are described in this report, including the basic components of the model, model input and output, and application guidelines. Other chapters of this report provide detailed information about the PTM’s theory, numerical implementation, and examples that demonstrate the model’s potential usage in practical applications. Sediment pathways are readily identified within the Lagrangian modeling framework of the PTM for conditions with sharp gradients in suspended solids (plumes, for example), where numerical diffusion in Eulerian models would require very small grid spacing to provide reliable solutions. The Lagrangian framework of the PTM is computationally advantageous, and the model can be run with a fraction of the computer execution time required by Eulerian models. Each particle in the PTM represents a given mass of sediment (not an individual sediment particle or grain), and each particle has its own unique set of characteristics. As a minimum, a particle must be defined with certain physical properties (e.g., grain size and specific gravity) and an initial position. The particles can also be given other characteristics that may be independent of the solution, and particles can be static or dynamic. Particles from sources being modeled (as opposed to the local, or native, bed sediment) are introduced, or released, into the domain from specified source locations. These sources are designed to permit modeling of a wide range of natural or anthropogenic processes in coastal and environmental studies. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/7695 |
| Appears in Collections: | Technical Report Technical Report |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CHL-TR-06-20.pdf | 10.09 MB | Adobe PDF |  View/Open |