İzmir Körfezinde Deniz Seviyesi Yükselmesine Bağlı Kıyı Taşkınlarına Önlem Olarak Yumuşak Çözüm Önerilerinin Sayısal Modellemesi


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Türkseven O. D., Kısacık D., Baykal C., Güler I.

İMO 10. Kıyı Mühendisliği Sempozyumu, İzmir, Türkiye, 16 - 17 Kasım 2023, ss.251-258

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Basıldığı Şehir: İzmir
  • Basıldığı Ülke: Türkiye
  • Sayfa Sayıları: ss.251-258
  • Orta Doğu Teknik Üniversitesi Adresli: Evet

Özet

As a result of climate change, sea level rise is anticipated. Consequently, coastal flooding will happen more frequently and with greater intensity, making coastal cities more vulnerable. A major portion of the residential area is offered by the Izmir Bay. For those who live close to structures in these environments, coastal flooding brought on by rising sea levels can present serious issues. The municipality of coastal cities like İzmir should take higher risk levels into consideration. Hard measures and soft measures are the two main types of measures. Since no artificial structures are used, utilizing soft solutions to prevent coastal flooding is an environmentally friendly strategy. To reduce incidence wave energy, the natural shoreline will quickly adapt to new sea-level conditions. The flood level behind the shoreline should be measured in the latest circumstance to see if it is above or below the threshold values. Beach nourishment can be seen of as a risk-reduction measure in any situation. Beach nourishment is seen as a soft solution that restores the beach and creates a safe area that absorbs the force of incoming waves and sea level rise situations. Izmir Bay has a lot of natural shorelines. Based on the distinctive features of the chosen coastal zones, soft solutions will be developed. Numerical models will be used to explore how the bottom changes under the increased hydrodynamic conditions imposed on by sea level rise. At Delft University, XBeach was created as a useful and potent tool for simulating morphological changes in harsh environments. It can simulate both non dispersive and dispersive wave situations. From selected site requirements, hydrodynamic condition, seabed sediment properties, and model bathymetry were determined. The XBeach model's calibration is based on the outcomes of physical model testing carried out at METU's wave flume (Işık, 2019). The wave flume has the following measurements: 29.0 meters long, 6.0 meters wide, and 1.0 meters deep. Under various wave conditions, the physical model replicates changes to the seabed and shoreline. The beginning condition for the tests is an artificial, uniform coastline made with uniform sand. To determine the newly created bottom shape, bathymetry is measured after each test. Physical test results demonstrated that a rise in wave steepness and height has a major impact on beach erosion. The XBeach model findings are then verified using various physical test setups that are not considered during calibration processes. Finally, the calibrated model will run for the conditions of the natural coastline of İzmir Bay under the changing sea level and extreme wave conditions to evaluate the soft solution option as a measure against coastal flooding.