TELEMAC - Revision history

Bendikhansen: /* Quick summary */

2020-09-30T18:17:15Z

Quick summary

2020-09-30T13:54:51Z

Quick summary

2020-09-30T13:54:11Z

Quick summary

2020-09-30T13:08:05Z

2020-06-01T14:52:36Z

Relevant literature

2020-06-01T14:48:45Z

Relevant literature

2020-06-01T14:47:46Z

Relevant literature

2020-06-01T14:42:37Z

Relevant literature

2020-06-01T14:37:15Z

2020-01-26T14:52:05Z

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 [[file:telemac2dplus.png|thumb|250px|Figure 3: Telemac2d+Sisyphe: Morphodynamic evolution in meandering bars (Source: www.opentelemac.org).]]
 [[file:telemac3dplus.png|thumb|250px|Figure 4: Telemac-3d+Sisyphe:Three-dimensional flow pattern and bed deformation (Source: www.opentelemac.org).]]
-TELEMAC is a 2d shallow water and 3D RANS Navier-Stokes code for hydro-morphodynamic computations in mainly rivers. The program is open source.
+TELEMAC is a 2D shallow water and 3D RANS Navier-Stokes code for hydro-morphodynamic computations in mainly rivers. The program is open source.
 Developed by: Laboratoire National d'Hydraulique et Environnement (LNHE), part of the R&D group of Électricité de France.

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 Developed by: Laboratoire National d'Hydraulique et Environnement (LNHE), part of the R&D group of Électricité de France.
 Date: 1991 (and later)
 Type: [[:Category:Tools|Tool]]

@@ Line 4: / Line 4: @@
 [[file:telemac2dplus.png|thumb|250px|Figure 3: Telemac2d+Sisyphe: Morphodynamic evolution in meandering bars (Source: www.opentelemac.org).]]
 [[file:telemac3dplus.png|thumb|250px|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: [[:Category:Tools|Tool]]

← Older revision		Revision as of 13:08, 30 September 2020
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−	~~NOTE: literature incorrect (different from rest) format in report. Needs to be fixed. [[file:broken]]~~
	=Quick summary=		=Quick summary=
	[[file:telemac2d.png\|thumb\|250px\|Figure 1: Telemac2D: Modeling of an embankment failure (Source: www.opentelemac.org).]]		[[file:telemac2d.png\|thumb\|250px\|Figure 1: Telemac2D: Modeling of an embankment failure (Source: www.opentelemac.org).]]

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 =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
+*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

@@ Line 29: / Line 29: @@
 =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
+*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
-*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
+*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=
 [[Category:Tools]]

@@ Line 2: / Line 2: @@
 =Quick summary=
 [[file:telemac2d.png|thumb|250px|Figure 1: Telemac2D: Modeling of an embankment failure (Source: www.opentelemac.org).]]
-[[file:telemac3d.png|thumb|250px|Figure 2: Telemac-3D: Threedimensional velocity field (Source: www.opentelemac.org).]]
+[[file:telemac3d.png|thumb|250px|Figure 2: Telemac-3D: Three-dimensional velocity field (Source: www.opentelemac.org).]]
 [[file:telemac2dplus.png|thumb|250px|Figure 3: Telemac2d+Sisyphe: Morphodynamic evolution in meandering bars (Source: www.opentelemac.org).]]
-[[file:telemac3dplus.png|thumb|250px|Figure 4: Telemac-3d+Sisyphe:Threedimensional flow pattern and bed deformation (Source: www.opentelemac.org).]]
+[[file:telemac3dplus.png|thumb|250px|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.

@@ Line 1: / Line 1: @@
-NOTE: literature incorrect (different from rest) format in report. Needs to be fixed.
+NOTE: literature incorrect (different from rest) format in report. Needs to be fixed. [[file:broken]]
 =Quick summary=
 [[file:telemac2d.png|thumb|250px|Figure 1: Telemac2D: Modeling of an embankment failure (Source: www.opentelemac.org).]]