Publicacións

@article{Castillo2007853,

title = {Scour of rock due to the impact of plunging high velocity jets Part I: A state-of-the-art review},

author = {Luis G. Castillo and Jerónimo Puertas-Agudo and José Dolz},

url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016034521&doi=10.1080%2f00221686.2007.9521823&partnerID=40&md5=871c758c76ed707211f6290cb2353e2a},

doi = {10.1080/00221686.2007.9521823},

issn = {00221686},

year  = {2007},

date = {2007-01-01},

urldate = {2007-01-01},

journal = {Journal of Hydraulic Research},

volume = {45},

number = {6},

pages = {853-858},

publisher = {Taylor and Francis Ltd.},

abstract = {Luis G. Castillo, JeroÁnimo Puertas, and JoseÁ Dolz discuss the research carried out by Erik Bollaert and Anton Schleiss that let us know better the effects of the high velocity jets on plunge pool bottom and scour of rock. The results obtained by the authors are very interesting but established, just exclusively, for the case of circular jets. Besides, the knowledge of the falling jet process is of crucial importance for the downstream physical phenomena. Ludovico Ivanissevich Machado also congratulates the authors of the paper for their interesting work. Whilst other formulas stem from statistical methods that compare the results of calculus with measured data, the discusser reached his expression applying theoretical knowledge about the null value of dynamic pressure under the jet's centerline and the limits of its fluctuations for a certain depth of water. His formula gives the physical limit of the scour depth taking account the hydraulic action or hydrodynamic jacking and uplift ejection but not considering the values of rock resistance.},

note = {cited By 8},

keywords = {Circular jets; Dynamic pressures; High velocity jet; Physical limits; Physical phenomena; Plunge pool; Rock resistance; State-of-the art reviews, Hydraulics, Technology},

pubstate = {published},

tppubtype = {article}

}

@article{Peña-González2006113,

title = {Three-dimensional scanner measuring of an underwater sediment surface [Aplicación de un escáner tridimensional en la determinación de un lecho de sedimentos bajo una lámina de agua]},

author = {Enrique Peña-González and Félix Sánchez-Tembleque-Díaz-Pache and Luis Pena-Mosquera and Jerónimo Puertas-Agudo},

url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-33749649514&partnerID=40&md5=c24389ae17572bf693edcc9884326b8b},

issn = {01864076},

year  = {2006},

date = {2006-01-01},

urldate = {2006-01-01},

journal = {Ingenieria Hidraulica en Mexico},

volume = {21},

number = {3},

pages = {113-122},

abstract = {The application of laser technologies to experimental fluvial hydraulics is a relatively new field with a promising future. In the area of sediment transport, these technologies will be used here to describe the evolution of a sediment bed profile. This paper presents the application of a three dimensional laser scanner, which measures elevation through the intersection of the laser beam with the sediment surface, correcting the effect of its refraction as it enters the water. Results were compared with those obtained with a Particle Image Velocimetry (PIV) in recording the longitudinal profile of the bed. In this way, it has been demonstrated the utility of this high precision, continuous and non-intrusive technique in fluvial hydraulic studies with sediment transport.},

note = {cited By 0},

keywords = {Bed load movement; Fluvial hydraulics; Laser instrumentation; Particle image velocimetry (PIV), fluvial deposit; laser; measurement method; scanner; sediment transport, Hydraulics, Hydraulics; Laser applications; Laser beams; Sediment transport; Velocity measurement, Laser applications; Laser beams; Sediment transport; Velocity measurement},

pubstate = {published},

tppubtype = {article}

}

@article{ÁlvarezEnjo200167,

title = {Regional flood analysis at the Atlantic coast of Galicia, northwest of Spain [Anĺisis regional de avenidas en la zona atlántica de galicia, noroeste de España]},

author = {Manuel Álvarez-Enjo and Jerónimo Puertas-Agudo and Francisco Díaz-Fierros-Viqueira},

url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-0034980347&partnerID=40&md5=219095030add0df13635a64544be98f2},

issn = {01864076},

year  = {2001},

date = {2001-01-01},

urldate = {2001-01-01},

journal = {Ingenieria Hidraulica en Mexico},

volume = {16},

number = {2},

pages = {67-76},

abstract = {This paper includes a regional flood frequency analysis within an area above 8,000 km 2, located in the northwest of Spain, in the Atlantic coast of the Autonomous Community of Galicia, known as "Rías Baixas ". The index flood method was used together with the General Extreme Value distribution adjusted to the region by the method of Probability Weighted Moments. The region's water homogeneity has been verified by measuring discharges of several regional rivers for the last three years. Homogeneity has also been demonstrated by applying the statistical regional homogeneity test. The basin area has proved a good variable to predict the mean annual flood in catchments where hydrologic information is scarce. The obtained regional flood frequency curve was compared with the curves developed for other humid worldwide regions with similar climatological characteristics. The developed method constituted a good tool for the estimation and analysis of frequency of extreme floods in the Galician region of Rías Baixas.},

note = {cited By 1},

keywords = {Catchments; Climatology; Floods; Hydrology; Rivers, Flood frequency, flood frequency; homogeneity; hydrology; statistical analysis, flood frequency; hydrology; statistical analysis, Hydraulics, Spain},

pubstate = {published},

tppubtype = {article}

}