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Salazar San Mauro 2021a - Revision history
2026-04-06T15:44:49Z
Revision history for this page on the wiki
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Fsalazar at 09:43, 19 April 2022
2022-04-19T09:43:39Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 09:43, 19 April 2022</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l150" >Line 150:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>[2]. Larese, A., Rossi, R., Oñate, E. 2015. Finite element modeling of free surface flow in variable porosity media. Archives of Computational Methods in Engineer-ing, 22(4), 637-653.</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>[2]. Larese, A., Rossi, R., Oñate, E. 2015. Finite element modeling of free surface flow in variable porosity media. Archives of Computational Methods in Engineer-ing, 22(4), 637-653.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[3]. Salazar, F., Morán, R., Rossi, R., Oñate, E. 2013. Analysis of the discharge <del class="diffchange diffchange-inline">ca-pacity </del>of radial-gated spillways using CFD and ANN–Oliana Dam case study. Journal of Hydraulic Research, 51(3), 244-252.</div></td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[3]. Salazar, F., Morán, R., Rossi, R., Oñate, E. 2013. Analysis of the discharge <ins class="diffchange diffchange-inline">capacity </ins>of radial-gated spillways using CFD and ANN–Oliana Dam case study. Journal of Hydraulic Research, 51(3), 244-252.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>[4]. Príncipe J, Codina R, Henke F. 2010. The dissipative structure of variational multiscale methods for incompressible flows. Computational Methods in Applied Mechanical Engineering.199: 791-801.</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>[4]. Príncipe J, Codina R, Henke F. 2010. The dissipative structure of variational multiscale methods for incompressible flows. Computational Methods in Applied Mechanical Engineering.199: 791-801.</div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>[7]. Rossi, R., Larese, A., Dadvand, P. y Oñate, E. 2013. An efficient edge-based level set finite element method for free surface flow problems. International Journal of Numerical Methods in Fluids, 71, 687–716.  </div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>[7]. Rossi, R., Larese, A., Dadvand, P. y Oñate, E. 2013. An efficient edge-based level set finite element method for free surface flow problems. International Journal of Numerical Methods in Fluids, 71, 687–716.  </div></td></tr>
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<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[9]. San Mauro, J. et al. 2016. Modelación física y numérica de aliviaderos en <del class="diffchange diffchange-inline">labe-rinto </del>con fondo poliédrico. Ingeniería del agua, [S.l.], v. 20, n. 3, p. 127-138. ISSN 1886-4996.</div></td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[9]. San Mauro, J. et al. 2016. Modelación física y numérica de aliviaderos en <ins class="diffchange diffchange-inline">laberinto </ins>con fondo poliédrico. Ingeniería del agua, [S.l.], v. 20, n. 3, p. 127-138. ISSN 1886-4996.</div></td></tr>
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Fsalazar
https://www.scipedia.com/wd/index.php?title=Salazar_San_Mauro_2021a&diff=239654&oldid=prev
Fsalazar at 07:05, 12 April 2022
2022-04-12T07:05:33Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">← Older revision</td>
<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 07:05, 12 April 2022</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l2" >Line 2:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Abstract ==</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Abstract ==</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">La presa de Sant Ponç entró en funcionamiento en 1954. Es de gra-vedad de planta recta, con 59,5 m de altura sobre cimientos. Su aliviadero consta de un vertedero recto de tres vanos de 17 m cada uno regulados por compuertas. La estructura de disipación es singular e incluye un tramo de solera no hormigona-do que ha sufrido erosiones. Aunque no comprometen la seguridad de la presa, se ha diseñado una solución para la mejora de su funcionamiento, que se ha basado fundamentalmente en los resultados de modelos numéricos. Los avances en las prestaciones de estas herramientas permiten analizar con detalle el comportamien-to hidráulico de las alternativas planteadas en diversas situaciones de vertido, así como el de los desagües intermedios y de fondo.</ins></div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>COMITÉ NACIONAL ESPAÑOL DE GRANDES PRESAS</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>COMITÉ NACIONAL ESPAÑOL DE GRANDES PRESAS</div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"></ins></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>MEJORA DE LA SEGURIDAD HIDROLÓGICA MEDIANTE REHABILITACIÓN DEL CUENCO AMORTIGUADOR DE UNA PRESA DE GRAVEDAD USANDO MODELIZACIÓN NUMÉRICA</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>MEJORA DE LA SEGURIDAD HIDROLÓGICA MEDIANTE REHABILITACIÓN DEL CUENCO AMORTIGUADOR DE UNA PRESA DE GRAVEDAD USANDO MODELIZACIÓN NUMÉRICA</div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"></ins></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Fernando Salazar  </div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Fernando Salazar  </div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Pablo Sánchez  </div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Pablo Sánchez  </div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Javier Conde   </div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Javier Conde   </div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>María Aromir  </div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>María Aromir  </div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;">RESUMEN: La presa de Sant Ponç entró en funcionamiento en 1954. Es de gra-vedad de planta recta, con 59,5 m de altura sobre cimientos. Su aliviadero consta de un vertedero recto de tres vanos de 17 m cada uno regulados por compuertas. La estructura de disipación es singular e incluye un tramo de solera no hormigona-do que ha sufrido erosiones. Aunque no comprometen la seguridad de la presa, se ha diseñado una solución para la mejora de su funcionamiento, que se ha basado fundamentalmente en los resultados de modelos numéricos. Los avances en las prestaciones de estas herramientas permiten analizar con detalle el comportamien-to hidráulico de las alternativas planteadas en diversas situaciones de vertido, así como el de los desagües intermedios y de fondo.</del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>1. INTRODUCCIÓN</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>1. INTRODUCCIÓN</div></td></tr>
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Fsalazar
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Fsalazar at 07:04, 12 April 2022
2022-04-12T07:04:42Z
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Fsalazar
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Fsalazar: Fsalazar moved page Draft Salazar 883118441 to Salazar San Mauro 2021a
2022-03-14T11:15:06Z
<p>Fsalazar moved page <a href="/public/Draft_Salazar_883118441" class="mw-redirect" title="Draft Salazar 883118441">Draft Salazar 883118441</a> to <a href="/public/Salazar_San_Mauro_2021a" title="Salazar San Mauro 2021a">Salazar San Mauro 2021a</a></p>
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<td colspan='1' style="background-color: white; color:black; text-align: center;">← Older revision</td>
<td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 11:15, 14 March 2022</td>
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Fsalazar
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Fsalazar: Created page with " == Abstract == == Full document == <pdf>Media:Draft_Salazar_883118441-6544-document.pdf</pdf>"
2022-03-14T11:15:05Z
<p>Created page with " == Abstract == == Full document == <pdf>Media:Draft_Salazar_883118441-6544-document.pdf</pdf>"</p>
<p><b>New page</b></p><div><br />
== Abstract ==<br />
<br />
<br />
<br />
== Full document ==<br />
<pdf>Media:Draft_Salazar_883118441-6544-document.pdf</pdf></div>
Fsalazar