Manuel Gómez

Prof. Manuel Gómez

UPC Associated Profesor
orcid

Research Focus & Metrics

Academic Career Length

19Years (2008-Present)

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

Representative Publications

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25 February 2016 in Natural Hazards
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Journal Article
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EMEduardo Martínez-Gomariz
Eduardo Martínez-Gomariz
Manuel GómezManuel Gómez
Manuel Gómez
BRBeniamino Russo
Beniamino Russo

30 April 2013 in Natural Hazards
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Journal Article
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BRBeniamino Russo
Beniamino Russo
Manuel GómezManuel Gómez
Manuel Gómez
Francesco MacchioneFrancesco Macchione
Francesco Macchione

3 August 2016 in Journal of Flood Risk Management
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Journal Article
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EMEduardo Martínez-Gomariz
Eduardo Martínez-Gomariz
Manuel GómezManuel Gómez
Manuel Gómez
BRBeniamino Russo
Beniamino Russo
Slobodan DjordjevicSlobodan Djordjevic
Slobodan Djordjevic

1 June 2012 in Advances in Water Resources
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Journal Article
Closed access
EBErnest Blade
Ernest Blade
Manuel GómezManuel Gómez
Manuel Gómez
JDJ. Dolz
J. Dolz
JAJ.L. Aragón-Hernández
J.L. Aragón-Hernández
GCG. Corestein
G. Corestein
MSM. Sánchez-Juny
M. Sánchez-Juny

27 March 2020 in Sustainability
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Journal Article
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EMEduardo Martínez-Gomariz
Eduardo Martínez-Gomariz
Edwar Forero-OrtizEdwar Forero-Ortiz
Edwar Forero-Ortiz
MHMaría Guerrero Hidalga
María Guerrero Hidalga
SCSalvador Castán
Salvador Castán
Manuel GómezManuel Gómez
Manuel Gómez
Depth‒damage curves, also known as vulnerability curves, are an essential element of many flood damage models. A relevant characteristic of these curves is their applicability limitations in space and time. The reader will find firstly in this paper a review of different damage models and depth‒damage curve developments in the world, particularly in Spain. In the framework of the EU-funded RESCCUE project, site-specific depth‒damage curves for 14 types of property uses have been developed for Barcelona. An expert flood surveyor’s opinion was essential, as the occasional lack of data was made up for by his expertise. In addition, given the lack of national standardization regarding the applicability of depth‒damage curves for flood damage assessments in Spanish urban areas, regional adjustment indices have been derived for transferring the Barcelona curves to other municipalities. Temporal adjustment indices have been performed in order to modify the depth‒damage curves for the damage estimation of future flood events, too. This study attempts to provide nationwide applicability in flood damage reduction studies.

22 March 2017 in Urban Water Journal
Verified
Journal Article
Closed access
EMEduardo Martínez-Gomariz
Eduardo Martínez-Gomariz
Manuel GómezManuel Gómez
Manuel Gómez
BRBeniamino Russo
Beniamino Russo
Slobodan DjordjevicSlobodan Djordjevic
Slobodan Djordjevic
A vehicle exposed to flooding, after losing stability, becomes buoyant and may be washed away with potential injuries and fatalities. Such vehicles cause additional disruption to traffic that is already affected by flooding, which may lead to substantial indirect economic impact, especially in urban areas. Therefore, the analysis of the stability of vehicles exposed to flooding is important in order to make decisions to reduce damages and hazards. In this research, based on an experimental campaign that included a range of twelve car models, a new methodology to obtain the stability threshold for any real vehicle exposed to flooding is developed. A stability coefficient (SCmod) is derived with which the vehicles can be sorted by stability against water flows and their stability functions may be determined. The experiments were conducted with three different model scales (1:14, 1:18 and 1:24) and involved analysis of both friction and buoyancy effects, which made this the most comprehensive research study to date. This methodology enables the definition of a stable area in the flow depth-velocity domain for any real vehicle. A tool is provided that decision-makers in the field of urban flood risk management can employ and after defining a design vehicle they can obtain its corresponding stability threshold.