Wave overtopping of smooth impermeable seawalls under unidirectional bimodal sea conditions

نویسندگان

چکیده

Reduction of risks due to overtopping coastal defences is an essential requirement for the design, management and adaptation structures. Extensive knowledge available on prediction smooth, sloping vertical impermeable seawalls. The existing methods provide less certain guidance combined wind swell conditions. This experimental study focuses characteristics seawalls under random bimodal waves. Both unimodal corresponding conditions were simulated different slopes crest freeboards. Proportions in sea varied each test. Mean wave discharges calculated non-breaking waves over at least 1000 EurOtop formulae agree closely with our measurements from experiments whereas they underpredict observed rates even when using recommended Tm?1,0 period such cases. A modification formula proposed basis results, better capture discharge

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ژورنال

عنوان ژورنال: Coastal Engineering

سال: 2021

ISSN: ['1872-7379', '0378-3839']

DOI: https://doi.org/10.1016/j.coastaleng.2020.103792