TELEMAC

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This wiki is under development, there might be omissions and errors. The data in many of the tables is only for demonstration purposes, not based on reality (yet).

NOTE: literature incorrect (different from rest) format in report. Needs to be fixed. File:Broken

Quick summary

Figure 1: Telemac2D: Modeling of an embankment failure (Source: www.opentelemac.org).
Figure 2: Telemac-3D: Three-dimensional velocity field (Source: www.opentelemac.org).
Figure 3: Telemac2d+Sisyphe: Morphodynamic evolution in meandering bars (Source: www.opentelemac.org).
Figure 4: Telemac-3d+Sisyphe:Three-dimensional flow pattern and bed deformation (Source: www.opentelemac.org).

Developed by: Laboratoire National d'Hydraulique et Environnement (LNHE), part of the R&D group of Électricité de France.

Date: 1991 (and later)

Type: Tool

Introduction

An international consortium of research institutes, agencies and companies manages the open source software TELEMAC (www.opentelemac.org). Originally developed in France, the software is now freely available and the FORTRAN-based source code is open for developers and users. The software is structured in modules, which can be coupled depending on the purpose. The most common module is Telemac-2D, which is a 2D depth averaged, shallow water based hydrodynamic solver for free surface flows. The more complex model,Telemac-3D, provides RANS averaged three dimensional information on the flow. Both modules can be coupled to Sisyphe, the morphological module, representing sediment transport. Figures 1-4 provide an overview of some selected modules. For completeness, the others are Artemis and Tomawac (for wave and coastal areas), Nestor (extension for Sisyphe), and the one-dimensional solver Mascaret.

Application

TELEMAC is well suited to model flow and hydro-morphological processes in rivers, by using either a classical, two-dimensional shallow-water approach or a fully 3D RANS based Navier-Stokes solver. The program has a large number of empirical bed-load and suspended load transport formulae implemented. Additionally, customized developments and extensions can be implemented as described below.

Relevant mitigation measures and test cases

Relevant measures (demonstration purposes only)
Mitigating reduced annual flow and low flow measures
Mitigating reduced flood peaks, magnitudes, and frequency
Mitigating rapid, short-term variations in flow (hydro-peaking operations)
Placement of spawning gravel in the river
Placement of stones in the river
Cleaning of substrate - ripping, ploughing and flushing
Removal of weirs
Construction of a "river-in-the-river"
Construction of off-channel habitats
Restoration of the riparian zone vegetation
Placement of dead wood and debris
Drawdown reservoir flushing
Sediment sluicing
By-passing sediments
Off-channel reservoir storage
Minimizing sediment arrival to reservoir
Mechanical removal of fine sediments (dredging)
Migration barrier removal
Operational measures (turbine operations, spillway passage)
Skimming walls (fixed or floating)
Bypass combined with other solutions
Fish guidance structures with narrow and wide bar spacing
Bottom-type intakes (Coanda screen, Lepine water intake, etc)
Other types of fine screens
Complete or partial migration barrier removal
Nature-like fishways
Pool-type fishways
Baffle fishways
Fish lifts, screws and locks
Relevant test cases (demonstration purposes only)
Schiffmühle test case
Las Rives test case
Guma and Vadocondes test cases
Anundsjö test case

Other information

The availability of the source code makes TELEMAC suitable for developments, extensions and research purposes, beyond the existing framework. On the TELEMAC homepage information on user-specific developments can be found in a source code repository or in the proceedings of the user community events. For example, at TUM the following user-specific extensions have been developed or are currently under development:

  • Development for sediment transport to improve the process description and the stability of the code.
  • Integration of innovative, data-driven methods instead of classical, morphological simulation approaches.
  • Further code optimization for one of the fastest High-Performance-Computer worldwide.
  • Concept to provide the computational grid, to estimate relevant parameters and to perform an automated, iterative model calibration.

Relevant literature

  • Galland, J.C.; Goutal, N., Hervouet, J.M. (1991), TELEMAC: A New Numerical Model for Solving Shallow Water Equations, Advances in Water Resources, 14 (3): 138-148, https://doi.org/10.1016/0309-1708(91)90006-A
  • Goutal, N. and Maurel, F. (2002). A Finite Volume Solver for 1D Shallow-Water Equations Applied to an Actual River.Int. J. Numer. Meth. Fluids; 38:1-19. https://doi.org/10.1002/fld.201
  • Goutal, N., Lacombe, J.-M., Zaoui, F., El-Kadi-Abderrezzak, K. (2012). MASCARET: a 1-D Open-Source Software for Flow Hydrodynamic and Water Quality in Open Channel Networks. River Flow 2012 – Murillo (Ed.), pp. 1169-1174

Contact information