9   Artículos

 
en línea
William Mauricio Garcia-Feria, Julio Esteban Colmenares Montañez, German Jairo Hernandez Perez     Pág. e18538
Revista: Ingeniería    Formato: Electrónico

 
en línea
Arslan Mahmood, Jing-Cheng Han, Muhammad Wajid Ijaz, Altaf Ali Siyal, Muhammad Ahmad and Maryam Yousaf    
Impacts of climate change and human-made interventions have altered the fluvial regime of most rivers. The increasingly uncertain floods would further threaten the flow delivery system in regions such as Pakistan. In this study, an alluvial reach of the ... ver más
Revista: Water    Formato: Electrónico

 
en línea
Krzysztof Bakula, Magdalena Pilarska, Adam Salach and Zdzislaw Kurczynski    
This paper presents a methodology for levee damage detection based on Unmanned Aerial System (UAS) data. In this experiment, the data were acquired from the UAS platform, which was equipped with a laser scanner and a digital RGB (Red, Green, Blue) camera... ver más
Revista: ISPRS International Journal of Geo-Information    Formato: Electrónico

 
en línea
Tae Hyung Kim, Byunghyun Kim and Kun-Yeun Han    
This paper proposes a new approach to consider the uncertainties for constructing flood hazard maps for levee failure. The flood depth, velocity, and arrival time were estimated by the 2-Dimensional model and were considered as flood indices for flood ha... ver más
Revista: Water    Formato: Electrónico

 
en línea
Juan P. Aguilar-López, Jord J. Warmink, Anouk Bomers, Ralph M. J. Schielen and Suzanne J. M. H. Hulscher    
Hard structures, i.e., roads, are commonly found over flood defences, such as dikes, in order to ensure access and connectivity between flood protected areas. Several climate change future scenario studies have concluded that flood defences will be requi... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Dario Rosidi     Pág. pp. 57 - 63
A seismic risk assessment procedure for earth embankments and levees is presented. The procedure consists of three major elements: (1) probability of ground motion at the site, (2) probability of levee failure given a level of ground motion has occurred ... ver más
Revista: Civil Engineering Dimension    Formato: Electrónico

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