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WAVE OVERTOPPING WITH A CHANGING STEEP SANDY FORESHORE, CONVENTIONAL AND NUMERICAL ANALYSIS OF RESULTS
2018
Coastal Engineering Proceedings
Large scale tests were performed in the large scale facility GWK at Hannover, Germany, within the HYDRALAB+ project ICODEP: Impact of Changing fOreshore on flood DEfence Performance. The test set-up consisted of a relatively steep 1:15 sandy beach profile in front of a battered seawall with 10:1 slope (almost vertical). Two storms were generated, S1 and S2 with for each storm a specific combined surge and tide profile with varying wave conditions (sea states) depending on water level. These two
doi:10.9753/icce.v36.waves.65
fatcat:mytrx4td6zdibiegrticl6pr2y