Publicacións

@article{naves_hydraulic_2020,

title = {Hydraulic, wash-off and sediment transport experiments in a full-scale urban drainage physical model},

author = {Juan Naves-García-Rendueles and Jose Anta-Álvarez and Joaquín Suárez-López and Jerónimo Puertas-Agudo},

url = {https://www.nature.com/articles/s41597-020-0384-z},

doi = {10.1038/s41597-020-0384-z},

issn = {2052-4463},

year  = {2020},

date = {2020-02-01},

urldate = {2026-08-06},

journal = {Scientific Data},

volume = {7},

number = {1},

pages = {44},

publisher = {Nature Publishing Group},

abstract = {This paper presents a dataset obtained from hydraulic and sediment transport experiments performed in a full-scale urban drainage physical model of 36 m2. The study seeks to accurately measure sediment mobilization through the different parts of the model (surface, gully pots and pipe system), also obtaining a precise characterization of water flow and using realistic rainfall simulator to ensure the transferability of the results. Three different rain intensities and five sediment granulometries were tested in 6 hydraulic and 23 wash-off and sediment transport experiments. The following experimental data were produced: surface elevations and 2D runoff velocities measured by visualization techniques; surface and in-pipe water depths; flow discharges, total suspended solids concentrations and particle size distribution at the entrance of the gully pots and at the pipe system outlet; and sediment mass balances. This data is optimal for developing and validating wash-off and sediment transport formulations in urban drainage models, towards better treatment and management techniques for minimizing the impact of urban surface pollutants on the environments of towns and cities.},

keywords = {Civil engineering, Hydrology},

pubstate = {published},

tppubtype = {article}

}

@article{juncosa_hydrochemical_2019,

title = {Hydrochemical Evolution of the filling of the Mining Lake of As Pontes (Spain)},

author = {Ricardo Juncosa-Rivera and Jordi Delgado-Martín and José Luis Cereijo-Arango and Andrea Muñoz-Ibáñez},

url = {https://doi.org/10.1007/s10230-019-00612-6},

doi = {10.1007/s10230-019-00612-6},

issn = {1616-1068},

year  = {2019},

date = {2019-09-01},

urldate = {2026-08-05},

journal = {Mine Water and the Environment},

volume = {38},

number = {3},

pages = {556–565},

abstract = {The old As Pontes lignite mine is located in northwest Spain, in the Galicia region. Filling of the 547 hm3 pit began at the end of January 2008 through the controlled input of surface water. The filling was completed on April 18, 2012, leading to a steady water regime. During this process, both the water input and the water stored in the pit were hydrochemically monitored. The water chemistry in the superficial area of the lake, as well as the chemical stratification, are presented.},

keywords = {Chemocline, Hydrology, Mining restoration, Water quality},

pubstate = {published},

tppubtype = {article}

}

@article{juncosa_comparative_2018,

title = {Comparative hydrochemical analysis of the formation of the mining lakes of As Pontes and Meirama (Spain)},

author = {Ricardo Juncosa-Rivera and Jordi Delgado-Martín and José Luis Cereijo-Arango and David García and Andrea Muñoz-Ibáñez},

url = {https://doi.org/10.1007/s10661-018-6880-3},

doi = {10.1007/s10661-018-6880-3},

issn = {1573-2959},

year  = {2018},

date = {2018-08-01},

urldate = {2026-08-04},

journal = {Environmental Monitoring and Assessment},

volume = {190},

number = {9},

pages = {526},

abstract = {The old lignite mines of As Pontes and Meirama are located in the northwest of Spain, an approximate distance of 80 km between them. Both ended their extractive activity at the end of 2007; the respective mining pits began to be filled at the beginning of 2008. The filling process, enabled by the deviation of nearby rivers, differed between the two cases, taking approximately 4 and a half years to completely fill the 547-hm3 hole at As Pontes and 8 years and 2 months to fill the 146-hm3 hole at Meirama. In both lakes, a steady-state hydrological regime has been established, in which the volume of water in the filled holes remains constant.},

keywords = {Hydrochemical, Hydrology, Mining lakes, Water quality},

pubstate = {published},

tppubtype = {article}

}

@article{Rabuñal2007476,

title = {Determination of the unit hydrograph of a typical urban basin using genetic programming and artificial neural networks},

author = {Juan R. Rabuñal-Dopico and Jerónimo Puertas-Agudo and Joaquín Suárez-López and Daniel Rivero},

url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-33847065032&doi=10.1002%2fhyp.6250&partnerID=40&md5=3e33b99eff05c3ca9229c7c35745f145},

doi = {10.1002/hyp.6250},

issn = {08856087},

year  = {2007},

date = {2007-01-01},

urldate = {2007-01-01},

journal = {Hydrological Processes},

volume = {21},

number = {4},

pages = {476-485},

abstract = {An application of genetic programming (GP) and artificial neural networks (ANNs) in hydrology is proposed, showing how these two techniques can work together to solve the problem of modelling the effect of rain on the runoff flow in a typical urban basin. The ability of GP to include the physical basis of a problem and even to analyse the results is discussed, and a case study is included as an example. We propose a solution to this problem by using an ANN for the prediction of the daily flow due to human activity of the citizens and the use of GP for the prediction of the flow rate resulting from the rain. Finally, it is shown that the methodology can be used to solve similar problems by combining both techniques. Copyright © 2006 John Wiley & Sons, Ltd.},

note = {cited By 68},

keywords = {artificial intelligence; artificial neural network; genetic algorithm; hydrograph; rainfall-runoff modeling; urban drainage, Artificial intelligence; Catchments; Computer simulation; Genetic algorithms; Genetic programming; Hydrology; Neural networks; Runoff, Artificial intelligence; Catchments; Computer simulation; Genetic algorithms; Genetic programming; Neural networks; Runoff, Hydrology, Unit hydrograph; Urban basin; Water runoff transformation},

pubstate = {published},

tppubtype = {article}

}