Print Email Facebook Twitter Measuring Wave Run-Up, Overtopping And Damage Of Rubble-Mound Breakwaters In Scale Model Tests Title Measuring Wave Run-Up, Overtopping And Damage Of Rubble-Mound Breakwaters In Scale Model Tests Author Santos, João Alfredo (Instituto Politécnico de Lisboa) Lemos, Rute (National Laboratory of Civil Engineering (LNEC)) Weimper, Julius (Universität Trier) Gronz, Oliver (Universität Trier) Hofland, Bas (TU Delft Hydraulic Structures and Flood Risk) Sande, José (Universidade da Coruña) Pinheiro, Liliana (National Laboratory of Civil Engineering (LNEC)) Spans, Jan H. (Saxion University of Applied Sciences) van den Bos, J.P. (TU Delft Coastal Engineering) Contributor Henry, Pierre-Yves (editor) Klein Breteler, Mark (editor) Date 2019 Abstract A set of scale-model tests was carried out at the wave basin of the Leibniz University Hannover to extend the range of wave steepness values analysed in run-up, overtopping and armour layer stability studies, focusing on oblique extreme wave conditions and on their effects on a gentler slope breakwater’s trunk armour and roundhead. The paper describes the model set-up and operation concentrating on the measurement techniques used in those tests, namely on the innovative techniques for armour layer damage characterization. To reference this document use: http://resolver.tudelft.nl/uuid:c69ff9f2-c043-44b9-9bfd-ca624892ebf7 Source Proceedings of the HYDRALAB+ Joint User Meeting: Bucharest, May 23, 2019 Event 6th HYDRALAB+ Joint User Meeting, 2019-05-23, Ramada Bucharest Majestic Hotel, Bucharest, Romania Bibliographical note Accepted Author Manuscript Part of collection Institutional Repository Document type conference paper Rights © 2019 João Alfredo Santos, Rute Lemos, Julius Weimper, Oliver Gronz, Bas Hofland, José Sande, Liliana Pinheiro, Jan H. Spans, J.P. van den Bos, More Authors Files PDF JUM_bucarest_RODBreak.pdf 1.18 MB Close viewer /islandora/object/uuid:c69ff9f2-c043-44b9-9bfd-ca624892ebf7/datastream/OBJ/view