Model:Sedtrans05

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Sedtrans05

Introduction

History

Papers

Sedtrans05 Questionnaire

Contact Information

Model: Sedtrans05
Contact person: Urs Neumeier
Institute: Institut des sciences de la mer de Rimouski (CSIIRO) Petroleum
City: Rimouski QC
Country: Canada
Email: urs_neumeier@uqar.qc.ca
2nd person involved: Carl Amos
3rd person involved: Christian Ferrarin

Model description

Model type: Single model for the Marine domain
Description: Sedtrans05 is a sediment transport model for continental shelf and estuaries. It predicts the sediment transport at one location as function water depth, sediment type, current and waves (single point model). It can be used as sediment transport module for larger 2D models.

Five different transport equations are available for non-cohesive sediments (sand) and one algorithm for cohesive sediment.

Technical information

Supported platforms: Unix, Linux, Windows
Programming language: Fortran77
Model was developed started from: 1984 and development still takes place
To what degree will the model become available: As code
Current license type: GPL v3
Memory requirements: --
Typical run time: --

Input / Output description

Input parameters: water depth, current speed at height z, current direction, wave height, wave period, wave direction, median grain-size, bed slope, sediment density, salinity, temperature
Input format: ASCII, interface function from Matlab
Output parameters: sediment transport rate, direction of sediment transport, bedforms, and several intermediate results (settling velocity, threshold of movements , bed shear stress, etc.)
Output format: ASCII, interface junction from Matlab
Post-processing software (if needed): No
Visualization software (if needed): No

Process description

Processes represented by model: Bed boundary layer for pure current, combined current and waves, and pure waves.

Transport of non-cohesive sediment.
Erosion, transport and deposition of cohesive sediment.

Key physical parameters & equations: The model uses hydrodynamics parameters, sediment characteristics (median grain size, density, possibly pre-existing bedforms), and water characteristics (viscosity and density computed from salinity and temperature)

It uses Grant and Madsen (1986) continental shelf bottom boundary layer theory. Five methods to predict sediment transport for non-cohesive sediments are offered: Einstein-Brown (Brown, 1950), Yalin (1963) and Van Rijn (1993) Engelund and Hansen (1967) and Bagnold (1963).

Length scale & resolution constraints: --
Time scale & resolution constraints: --
Numerical limitations and issues : --

Testing

Available calibration data sets: --
Available test data sets: --
Ideal data for testing: --

User groups

Currently or plans for collaborating with: --

Documentation

Key papers of the model: Neumeier U., Ferrarin C., Amos C.L., Umgiesser G., Li M.Z. (2008) Sedtrans05: An improved sediment-transport model for continental shelves and coastal waters with a new algorithm for cohesive sediments. Computer & Geosciences, 34, 1223-1242. doi:10.1016/j.cageo.2008.02.007
Is there a manual available: Yes
Model website if any: http://labsedim.uqar.ca/sedtrans05

Additional comments

Comments: The computation routines can be accessed from different interfaces: a console program for batch-processing data from The computation routines can be accessed from different interfaces: a console program for batch-processing data from file or for interactively entering data, a graphic user interface for Microsoft Windows (especially useful for teaching or exploring the model), a Matlab MEX function to call Sedtrans05 directly from Matlab. The FORTRAN77 routines can also easily called from other programs.

Issues

Help

Input Files

Output Files

Download

Source