Back to Search Start Over

WALOWA (Wave Loads on Walls) - Large scale experiments in the Delta Flume

Authors :
Maximilian Streicher
Andreas Kortenhaus
Altomare, Corrado
Vincent Gruwez
Bas Hofland
Xuexue Chen
Krasimir Marinov
Babette Scheres
Holger Schüttrumpf
Matthias Hirt
Lorenzo Cappietti
Andrea Esposito
Alessandra Saponieri
Nico Valentini
Giuseppe Tripepi
Davide Pasquali
Di Risio, Marcello
Francesco Aristodemo
Leonardo Damiani
Marc Willems
Dieter Vanneste
Tomohiro Suzuki
Mark Klein Breteler and Dorothea Kaste
Streicher, Maximilian
Kortenhaus, Andrea
Corrado, Altomare
Gruwez, Vincent
Hofland, Ba
Chen, Xuexue
Marinov, Krasimir
Scheres, Babette
Schüttrumpf, Holger
Hirt, Matthia
Cappietti, Lorenzo
Esposito, Andrea
Saponieri, Alessandra
Valentini, Nico
Tripepi, Giuseppe
Pasquali, Davide
Marcello, Di Risio
Aristodemo, Francesco
Damiani, Leonardo
Willems, Marc
Vanneste, Dieter
Suzuki, Tomohiro
Klein Breteler and Dorothea Kaste, Mark
Publication Year :
2017

Abstract

Overtopping wave loads on vertical structures on top of a dike have been investigated in several small scale experiments in the past. A large-scale validation for a mild foreshore situation is still missing. Hence the WALOWA experimental campaign was carried out to address this topic. In the present paper the objectives of the WALOWA project are outlined in detail, the model and measurement set-up described and the test program presented. Furthermore, preliminary results featuring a single 1000 irregular waves test of the test program are highlighted. This includes the study of the mild and sandy foreshore evolution by comparing profiles before and after the test execution. The profile measurements are obtained with a mechanical profiler. The wave parameters offshore and at the dike toe are numerically simulated using a SWASH model. The numerical results are validated against the measurements. Finally, the force and pressure time series of the waves impacting against the wall are processed and filtered. The load cell measurements and the time series of integrated pressures are compared to each other and for each impact event the maximum force is derived.

Details

Language :
English
Database :
OpenAIRE
Accession number :
edsair.dedup.wf.001..2ed123ac3f1cc2933cb16e6f61b66945