Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Nicolás D. Badano"'
Autor:
Angel N. Menéndez, Nicolás D. Badano
Publikováno v:
Water Science and Engineering, Vol 14, Iss 3, Pp 237-245 (2021)
Significant scale effects have been detected on the filling/emptying time measured with a reduced-scale physical model of the Third Set of Locks of the Panama Canal. During the design phase, corrections were made to compensate for these effects. Howe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c46cbb5c8467ca21bd184a8a3b916832
https://doi.org/10.1016/j.wse.2021.03.006
https://doi.org/10.1016/j.wse.2021.03.006
Autor:
Angel N. Menéndez, Nicolás D. Badano
Publikováno v:
Open Engineering, Vol 10, Iss 1, Pp 295-310 (2020)
Resistive forces associated to boundary layers (‘friction’) are usually out of scale in physical models of hydraulic structures, especially in the case of hydraulically smooth walls, generating distortions in the model results known as scale effe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16bca2b8eda58395092319d05199b955
https://doaj.org/article/736477196bc349ab944a6015bd2667e1
https://doaj.org/article/736477196bc349ab944a6015bd2667e1
Publikováno v:
Proceedings of the 8th IAHR International Symposium on Hydraulic Structures ISHS2020.
The Gatun spillway in the Panama Canal is built on top of the sea-level canal project, which was excavated between 1881 and 1887 by the Universal Company of the Interoceanic Canal, of France. The project was changed in October 1887 to a lock canal pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc52e98de9af3690b7fe9429e30fabe7
https://doi.org/10.14264/uql.2020.609
https://doi.org/10.14264/uql.2020.609
Autor:
Angel N. Menéndez, Guillermo Podestá, Nicolás D. Badano, Federico Bert, A. Verdin, Guillermo Ariel García, Balaji Rajagopalan, Pablo Garcia, Poonam Arora, Santiago L. Rovere
Publikováno v:
CONICET Digital (CONICET)
Consejo Nacional de Investigaciones Científicas y Técnicas
instacron:CONICET
Consejo Nacional de Investigaciones Científicas y Técnicas
instacron:CONICET
La región pampeana de la República Argentina, una de las mayores llanuras del mundo, ha registrado en los últimos 50 años un fuerte ascenso en los niveles freáticos, con el consecuente aumento en la frecuencia de inundaciones. Esta dinámica tie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4055fccc59e81c58916ee15f14b23bf6
https://doi.org/10.1080/23863781.2018.1495990
https://doi.org/10.1080/23863781.2018.1495990
Publikováno v:
Journal of Flood Risk Management. 12
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::68e64a37bd00fd50c6484cacce7486e0
https://doi.org/10.1111/jfr3.12524
https://doi.org/10.1111/jfr3.12524
Publikováno v:
Journal of Applied Water Engineering and Research. 4:67-81
Numerical modeling can play a key role in establishing an adequate strategy to achieve specific goals regarding water quality in streams. This is illustrated through an application to a big water basin with both rural and urbanized zones, and with de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4d5511384dcc6cb39d24c2aaf123a2c
https://doi.org/10.1080/23249676.2015.1072850
https://doi.org/10.1080/23249676.2015.1072850
Publikováno v:
Journal of Applied Water Engineering and Research. 1:8-16
Water quality assessment for the Southern Coastal Fringe (SCF) of the Inner Plata River is performed based on numerical modeling. A hydrodynamic model of the whole Inner Plata River is implemented and validated based on water level and velocity measu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a48a4750a8c29663c7f721cd8d980258
https://doi.org/10.1080/23249676.2013.827892
https://doi.org/10.1080/23249676.2013.827892
Autor:
Angel N. Menéndez, Nicolás D. Badano
Publikováno v:
Hydrodynamics-Optimizing Methods and Tools
The design of complex hydraulic structures requires its testing through hydraulic models (i.e., reduced scale physical representations). The main practical limitation of hydraulic models are the so called ‘scale effects’, i.e., the fact that only
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1267c96c49efce30ede66d0f1e109325
http://www.intechopen.com/articles/show/title/interaction-between-hydraulic-and-numerical-models-for-the-design-of-hydraulic-structures
http://www.intechopen.com/articles/show/title/interaction-between-hydraulic-and-numerical-models-for-the-design-of-hydraulic-structures
