Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The Capacity of Coastal Gravel Beaches in Absorbing the Storm Wave Energy
https://orcid.org/http://orcid.org/0000-0002-3164-7419
https://orcid.org/http://orcid.org/0000-0003-0663-2378
Four series of laboratory experiments were conducted to observe the effect of storm waves on the morphologic changes of coastal bed profile. The aim was to interpret the relationship between the offshore bar and foreshore erosion profiles under the effect of storm waves and calculate the damage generated over the bed profile by the storm waves. The beach material was one of the most important factors on the short-term morphological changes of cross-shore bed profile, and the size of the bed material was composed of gravel. The relationship between the wave characteristics and post-storm bed profiles at different gravel sizes were analyzed and dimensionless parameters representing the event were discussed. Depending on the size of the gravels, the damage level over the profile exhibit variations where the damage level was characterized by the length measured in between the center of masses of offshore bar and foreshore erosion. Dimensionless parameters like damage parameter, resistance parameter and steepness parameter were effective in defining the damage. It was observed that the damage of coastal region increases as the beach profile gradient increases and the effective static stability was reached by increasing the size of the gravel particles or increasing the magnitude of dimensionless shore resistance parameter.
The Capacity of Coastal Gravel Beaches in Absorbing the Storm Wave Energy
https://orcid.org/http://orcid.org/0000-0002-3164-7419
https://orcid.org/http://orcid.org/0000-0003-0663-2378
Four series of laboratory experiments were conducted to observe the effect of storm waves on the morphologic changes of coastal bed profile. The aim was to interpret the relationship between the offshore bar and foreshore erosion profiles under the effect of storm waves and calculate the damage generated over the bed profile by the storm waves. The beach material was one of the most important factors on the short-term morphological changes of cross-shore bed profile, and the size of the bed material was composed of gravel. The relationship between the wave characteristics and post-storm bed profiles at different gravel sizes were analyzed and dimensionless parameters representing the event were discussed. Depending on the size of the gravels, the damage level over the profile exhibit variations where the damage level was characterized by the length measured in between the center of masses of offshore bar and foreshore erosion. Dimensionless parameters like damage parameter, resistance parameter and steepness parameter were effective in defining the damage. It was observed that the damage of coastal region increases as the beach profile gradient increases and the effective static stability was reached by increasing the size of the gravel particles or increasing the magnitude of dimensionless shore resistance parameter.
The Capacity of Coastal Gravel Beaches in Absorbing the Storm Wave Energy
https://orcid.org/http://orcid.org/0000-0002-3164-7419
https://orcid.org/http://orcid.org/0000-0003-0663-2378
Four series of laboratory experiments were conducted to observe the effect of storm waves on the morphologic changes of coastal bed profile. The aim was to interpret the relationship between the offshore bar and foreshore erosion profiles under the effect of storm waves and calculate the damage generated over the bed profile by the storm waves. The beach material was one of the most important factors on the short-term morphological changes of cross-shore bed profile, and the size of the bed material was composed of gravel. The relationship between the wave characteristics and post-storm bed profiles at different gravel sizes were analyzed and dimensionless parameters representing the event were discussed. Depending on the size of the gravels, the damage level over the profile exhibit variations where the damage level was characterized by the length measured in between the center of masses of offshore bar and foreshore erosion. Dimensionless parameters like damage parameter, resistance parameter and steepness parameter were effective in defining the damage. It was observed that the damage of coastal region increases as the beach profile gradient increases and the effective static stability was reached by increasing the size of the gravel particles or increasing the magnitude of dimensionless shore resistance parameter.
The Capacity of Coastal Gravel Beaches in Absorbing the Storm Wave Energy
Lecture Notes in Civil Engineering
Türker, Umut (Herausgeber:in) / Eren, Özgür (Herausgeber:in) / Uygar, Eris (Herausgeber:in) / Türker, Umut (Autor:in) / Kabdaşlı, M. Sedat (Autor:in)
International Conference on Advances in Civil Engineering ; 2023
Sustainable Civil Engineering at the Beginning of Third Millennium ; Kapitel: 20 ; 216-225
29.04.2024
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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