Exploració per tema "Esculleres"

Ara es mostren els items 1-12 de 12

    • Breakwater settlement monitoring with InSAR data 

      Pros, Francesc; González López, Silvia; Martínez Benjamín, Juan José; Palau Teixidó, Vicenç; Duro, Javier (Institute of Electrical and Electronics Engineers (IEEE), 2014)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      This paper presents a use case of the Persistent Scatterer Interferometry (PSI) technique apply to Civil Engineering to monitor the dikes settlement on the Port of Barcelona. A geostatistical analysis of the two available ...

    • Compresibilidad de escoleras. Influencia de la humedad relativa 

      Hueso Cuberos, Oscar (Universitat Politècnica de Catalunya, 2003-12-01)
      Tesina
      Accés obert
      Castellà: Las escolleras presentan algunas particularidades en su comportamiento mecánico y volumétrico como son el desarrollo de deformaciones diferidas en el tiempo y de deformaciones de colapso causadas por el humedecimiento. ...

    • Coupled models in dam engineering 

      González Gutiérrez, María De Los Ángeles (Universitat Politècnica de Catalunya, 2016-10-21)
      Projecte Final de Màster Oficial
      Accés obert
      Rock ll dams are certainly one of the most important engineering structures due to their economic advantages and exible design. Unfortunately their vulnerability to overtopping still remains their weakest point. For that ...

    • Developments and application of an offline coupling for armor block breakwaters on impermeable bed 

      Tagliafierro, Bonaventura; Altomare, Corrado; Sánchez-Arcilla Conejo, Agustín; Domínguez Alonso, José Manuel; Crespo, Alejandro J.C.; Gómez-Gesteira, Moncho (University of Manchester, 2023)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      This paper proposes an optimization strategy that can be used in open-source hydrodynamic model to reduce the computational cost of simulations that aim to investigate the structural performance of port and coastal ...

    • Estudi numèric d'estabilitat de blocs de protecció costanera en fons rígid mitjançant el model DualSPHysics 

      Vilanova Buxaderas, Víctor (Universitat Politècnica de Catalunya, 2023-10-18)
      Treball Final de Grau
      Accés obert
      Realitzat a/amb:   Universidade de Vigo
      En aquest treball s’estudia i analitza numèricament el comportament de dos tipus de blocs: tetràpodes i antífers, sotmesos a diferents escenaris envers a una onada solitària mitjançant Smoothed Particle Hydrodynamics (SPH). ...

    • Evaluación de ecuaciones de resistencia al flujo sobre escollera 

      López Alonso, Raúl; Barragan Fernandez, Javier D.; Colomer Cugat, M. Angeles (2006-06)
      Article
      Accés obert
      Uno de los principales problemas que surgen a la hora de diseñar o analizar hidráulicamente cauces revestidos de escollera es la incertidumbre asociada a la estimación de los coeficientes de resistencia al flujo. El presente ...

    • Evaluation of wave loads on a new type of perforated caisson 

      Vazquez, Miguel Angel; Negro, Vicente; Lopez-Gutierrez, Jose Santos; Monso de Prat, José Luis (2016-09)
      Article
      Accés obert
      A new type of perforated breakwater has been tested combining the advantages of cylindrical geometry with stepped wave energy dissipation. Thus, the new type of caisson implies a significant reduction of maximum wave forces, ...

    • Hydro-mechanical behaviour of water-repellent gravels 

      Monserrat Amat, Marina (Universitat Politècnica de Catalunya, 2017-01-25)
      Projecte Final de Màster Oficial
      Accés obert
      El comportamiento de escolleras y gravas ha sido ampliamente estudiado debido al gran número de aplicaciones de estos materiales en ingeniería civil. Las escolleras experimentan una deformación de colapso bajo carga ...

    • Overtopping formula for vertical tiers-headed breakwaters 

      Altomare, Corrado; Damiani, Leonardo; Gironella Cobos, Xavier (2011)
      Text en actes de congrés
      Accés obert
      The semi-empirical methods are useful tools to understand the wave overtopping phenomena, but uncertainty remains on their applicability. It’s necessary to carry out campaign surveys or laboratory tests to support them. ...

    • Shoreline response to detached breakwaters: overview of design guidelines and application to field cases 

      Pérez Boloix, Guillermo (Universitat Politècnica de Catalunya, 2011-10-18)
      Tesina
      Accés obert
      Anglès: This study consists on the analysis of detached breakwaters and their influence on the shoreline response. Their importance to protect coastal strips against erosion and the difficulty to determine their complete ...

    • Variability of wave impact measurements on vertical breakwaters 

      Marzeddu, Andrea; Oliveira, Tiago; Gironella Cobos, Xavier; Sánchez-Arcilla Conejo, Agustín (2017-11)
      Article
      Accés obert
      The measurement of wave-induced impacts on structures involves significant scientific and engineering challenges. Regular nearly breaking pgbgand broken waves generated following cnoidal and first-order Stokes wavemaker ...

    • Wave reflection on dissipative quay walls: an experimental study 

      Altomare, Corrado; Gironella Cobos, Xavier; Sánchez-Arcilla Conejo, Agustín; Sospedra Iglesias, Joaquim (2013)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      The paper discusses the influence of slope porosity and model scale for a low reflective vertical quay. Physical model tests were carried out in the small and large scale facilities at Universitat Politècnica de Catalunya, ...