Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Jesús Gracia Sánchez"'
Publikováno v:
Tecnología y ciencias del agua, Vol 2, Iss 2, Pp 39-49 (2011)
Se construyó un dispositivo para analizar el salto hidráulico oblicuo en tanques amortiguadores de sección transversal trapecial. De las observaciones realizadas se concluye que puede presentarse un flujo asimétrico que induce otro flujo en senti
Externí odkaz:
https://doaj.org/article/ff47433352a8451b92df2c2f96531826
Autor:
Javier Osnaya Romero, Jesús Gracia Sánchez, Óscar Arturo Fuentes Mariles, Víctor Manuel Ortiz Martínez
Publikováno v:
South Florida Journal of Development. 4:567-577
En canales revestidos de fuerte pendiente se presentar velocidades de flujo tan altas, que es necesario modificar su rugosidad para disminuirlas. En este trabajo se presenta un procedimiento para determinar el grado de confianza de que puede esperars
Autor:
Víctor Manuel Ortiz Martínez, Juan César Luna Bahena, Jesús Gracia Sánchez, José Luis Herrera Alanís, Eliseo Carrizosa Elizondo, Javier Osnaya Romero, Víctor Franco
Publikováno v:
Ingeniería: Desenvolvimiento de procesos y productos ISBN: 9786525813691
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c4e58ed261d590a9fa3376a2d17376fd
https://doi.org/10.22533/at.ed.6912327043
https://doi.org/10.22533/at.ed.6912327043
Autor:
Jesús Gracia-Sánchez, Judith G. Ramos, Liliana Marrufo Vázquez, Javier Osnaya Romero, Víctor M. Ortíz-Martínez
When the river supplies water to vulnerable environments, such as marshlands, it is vital to establish the expected impact mostly under a changing climate, and moreover, if a dam is being projected to solve energy demands. Soil characteristics, speci
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c73ae6814c43e081765f53e2fc1267c8
https://mts.intechopen.com/articles/show/title/interconnection-among-river-flow-levels-sediments-loads-and-tides-conditions-and-its-effect-on-the-c
https://mts.intechopen.com/articles/show/title/interconnection-among-river-flow-levels-sediments-loads-and-tides-conditions-and-its-effect-on-the-c
In some lined channels with high gradients, a heavy scouring and erosion, as well as overflow, it is highly common to occur, thus it is required a water flow velocities regulation. An attractive option for reducing water flow velocities is to signifi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82a4f81842aed721b162308493be82f4
https://doi.org/10.22541/au.166819000.09399023/v1
https://doi.org/10.22541/au.166819000.09399023/v1
Autor:
Jesús Gracia Sánchez, Óscar Arturo Fuentes Mariles, Faustino De Luna Cruz, Judith Ramos Hernández
Publikováno v:
Recent Advances in Flood Risk Management
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::83ae801f7fe5fe4b7dc2e4bfe3aded7c
http://www.intechopen.com/articles/show/title/flood-risk-assessment-in-housing-under-an-urban-development-scheme-simulating-water-flow-in-plains
http://www.intechopen.com/articles/show/title/flood-risk-assessment-in-housing-under-an-urban-development-scheme-simulating-water-flow-in-plains
Autor:
Juan César Luna-Bahena, Jesús Gracia-Sánchez, Víctor Manuel Ortiz-Martínez, Oscar Pozos-Estrada
Publikováno v:
Water
Volume 10
Issue 10
Water, Vol 10, Iss 10, p 1383 (2018)
Volume 10
Issue 10
Water, Vol 10, Iss 10, p 1383 (2018)
Crest piers placed on overflow spillways induce standing waves at the downstream end of them and the supercritical flow expands after flowing past the rear of the pier. The expanding flow from each side of a pier will intersect and form disturbances
Publikováno v:
Universidad Nacional Autónoma de México
UNAM
Redalyc-UNAM
Ingeniería. Investigación y Tecnología (México) Num.2 Vol.V
UNAM
Redalyc-UNAM
Ingeniería. Investigación y Tecnología (México) Num.2 Vol.V
Se presenta un criterio para determinar el ancho y la altura de puentes sobre ríos de zonas costeras desde el punto de vista hidráulico. El criterio empleó información de puentes fallados y no fallados (sobre una misma corriente); asimismo, permi
Autor:
Jesús Gracia-Sánchez
Publikováno v:
Hydrological Processes. 10:1181-1191
A procedure for deriving sedimentgraphs in watersheds is proposed. The method is based on the instantaneous unit hydrograph theory developed for flood prediction and on the convolution integral theory. This procedure could be applied to any watershed