Rafael J. Bergillos

Dr. Rafael J. Bergillos

Hydraulic Engineering and Environment, Polytechnic University of Valencia, Valencia, Spain
orcid

Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 January 2018 in Journal of Cleaner Production
Verified
Journal Article
Closed access
Rafael J. BergillosRafael J. Bergillos
Rafael J. Bergillos
Alejandro López-RuizAlejandro López-Ruiz
Alejandro López-Ruiz
Encarni Medina-LopezEncarni Medina-Lopez
Encarni Medina-Lopez
Antonio Moñino FerrandoAntonio Moñino Ferrando
Antonio Moñino Ferrando
Miguel Ortega-SánchezMiguel Ortega-Sánchez
Miguel Ortega-Sánchez


6 June 2016 in Water Resources Research
Verified
Journal Article
Open access
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Rafael J. BergillosRafael J. Bergillos
Rafael J. Bergillos
CRCristóbal Rodríguez‐Delgado
Cristóbal Rodríguez‐Delgado
AMAgustín Millares
Agustín Millares
Miguel Ortega-SánchezMiguel Ortega-Sánchez
Miguel Ortega-Sánchez
MLMiguel A. Losada
Miguel A. Losada
This work addresses the effects of the construction of a reservoir 19 km from the mouth on the dynamics of the Guadalfeo delta (southern Spain), a Mediterranean delta in a semiarid and high‐mountain basin. The sediment volume transported as bed load and accumulated in the delta was estimated under two scenarios by means of a calibrated hydrological model: a managed scenario, considering the flows drained by the dam, and an unmanaged scenario, considering the absence of such infrastructure. Bathymetric and topographic measurements were analyzed and correlated with the fluvial and maritime forcing agents. Results indicate that the reservoir has significantly modified the dynamics downstream: the coast has lost almost 0.3 hm3 of sediments since the entry into operation of the dam, generating a 1.4 km coastline retreat around the mouth, with a maximum retreat of 87 m (92% of the initial). The beach profile decreased by up to 820 m2, whereas the average decrease around the mouth was equal to 214 m2. Under unmanaged conditions, more than 2 hm3 of bed load would have reached the coast. Based on the results, three new management scenarios of flows drained by the dam, in combination with bypassed sediment from the reservoir, were proposed to prevent more severe consequences in the delta and the silting of the reservoir. The proposed methodology for new management scenarios can be extended to other worldwide deltas, especially to those in semiarid and Mediterranean basins, and it represents an advanced tool for decision making.

1 December 2016 in Marine Geology
Verified
Journal Article
Closed access
Rafael J. BergillosRafael J. Bergillos
Rafael J. Bergillos
Alejandro López-RuizAlejandro López-Ruiz
Alejandro López-Ruiz
Miguel Ortega-SánchezMiguel Ortega-Sánchez
Miguel Ortega-Sánchez
GMGerd Masselink
Gerd Masselink
MLMiguel A. Losada
Miguel A. Losada

1 September 2016 in Marine Geology
Verified
Journal Article
Closed access
Rafael J. BergillosRafael J. Bergillos
Rafael J. Bergillos
Miguel Ortega-SánchezMiguel Ortega-Sánchez
Miguel Ortega-Sánchez
GMGerd Masselink
Gerd Masselink
MLMiguel A. Losada
Miguel A. Losada

1 November 2017 in Coastal Engineering
Verified
Journal Article
Closed access
Rafael J. BergillosRafael J. Bergillos
Rafael J. Bergillos
GMGerd Masselink
Gerd Masselink
Miguel Ortega-SánchezMiguel Ortega-Sánchez
Miguel Ortega-Sánchez