Liman Yapılarının Tasarımı için Dalga Tahmini

Ticari limanlar ve yat limanları, deniz taşımacılığı ve tekne turizmiaçısından hayati önem taşımaktadırlar. Limanların tasarımında en önemliaşamalardan biri, konaklayan gemi ve teknelere güvenli bir demirlemesağlayacak olan liman koruma yapısının tasarımıdır. Liman koruma yapısıtasarımını etkileyecek dalga özelliklerini belirten dalga iklimi, göz önünealınması gereken temel unsurdur. Dalga iklimin modellenmesi koruma yapısıtasarımın sağlıklı olabilmesi açısından büyük bir öneme sahiptir. Bugündünyada olduğu gibi, Türkiye’de de dalga tahminleri, rüzgar ölçümlerine yada modellerine dayanmaktadır. Ancak, Türkiye Kıyılarında dalga iklimiçalışmalarında kullanılabilecek ölçülmüş dalga verisi bulunmadığındantasarım sürecinde dalga modelleri tercih edilmektedir. Bu çalışmada TürkiyeKıyıları için geliştirilmiş üç boyutlu hidrodinamik taşıma modeli olanHYDROTAM-3D modelinin rüzgar ve dalga iklimi alt modelleri anlatılmaktave uygulama çalışması olarak Edremit, Balıkesir bölgesinin rüzgar ve dalgaiklimi sunulmaktadır.

-

Ports and marinas have a vital importance in sea transportation and boat tourism. In the design of these areas, one of the most important steps is the design of the coastal defence structure which provides the safe berthing of the ships and the boats calling ports and marinas. Wave climate providing information on the wave characteristics that will affect the design of the defence structure is the basic aspect of the design process. Modelling the wave climate is of great importance in reaching on sound coastal defence structure. Like the overall practice in the world, wave prediction studies in Turkey are based on either the data gained out of wave measurements or models. However, as there is no continuous wave measurement data along the Turkish coasts, models of wave climate are preferred in the design process. In this study, the wind and wave climate sub-models of HYDROTAM-3D, a three dimensional hydrodynamic transport model are used and and developed for Turkish coasts, and the results of a case study for Edremit, Balıkesir are discussed

___

  • BALAS L., NUMANOĞLU GENÇ A., İNAN A. (2012)
  • HYDROTAM: 3D Model for Hydrodynamic and Transport Processes
  • in Coastal Waters, International Environmental Modelling and
  • Software Society (IEMSS) International Congress on Environmental
  • Modelling and Software Leipzig, Almanya.
  • BALAS, L., İNAN, A., YILMAZ, E. (2011) Modelling of Sediment
  • Transport of Akyaka Beach, Journal of Coastal Research, Vol.64, pp.
  • -463.
  • BALAS, L., İNAN, A. (2010) Modeling of Induced Circulation,
  • WSEAS Transactions on Fluid Mechanics, Vol.5, No.3, pp. 132-143
  • BALAS L.,İNAN A., YILDIZ İ. (2006) Numerical Modelling of
  • Coastal Currents, Lecture Notes in Computer Science, Vol. 3980, pp.
  • -555.
  • BALAS L., İNAN A. (2005) Three Dimensional Modelling of
  • Turbulence, Advances in Computational Methods in Sciences and
  • Engineering, pp. 48-58.
  • BALAS L. (2004) Modelling of Interaction Between Surface Waves
  • and Mud Layer, Lecture Notes in Computer Science, Vol.3037, pp.
  • -621.
  • BALAS L., ÖZHAN E., (2003) A Baroclinic Three Dimensional
  • Numerical Model Applied to Coastal Lagoons, Lecture Notes in
  • Computer Science, Vol.2658, pp. 205-212.
  • BALAS L., ÖZHAN E. (2002) Three Dimensional Modelling of
  • Stratified Coastal Waters”, Estuarine, Coastal and Shelf Science,
  • Academic Press, UK, Vol.56, pp. 75-87.
  • BALAS L. (2001) Simulation of Pollutant Transport in Marmaris Bay,
  • China Ocean Engineering, Nanjing Hydraulics Research Institute
  • (NHRI), Vol.15, No.4, pp. 565-578.
  • BALAS L., ÖZHAN E. (2001) Applications of a 3-D Numerical
  • Model to Circulations in Coastal Waters, Coastal Engineering
  • Journal, Japan Society of Civil Engineers and Word Scientific
  • Publications, Vol.43, No.2, pp. 99-120.
  • BALAS L., ÖZHAN E. (2000) Three Dimensional Numerical
  • Modelling of the Marmaris Bay, Offshore and Polar Engineering
  • Society (ISOPE), Vol.3, pp. 547-551.
  • BALAS L., ÖZHAN E. (2000) An Implicit Three Dimensional
  • Numerical Model to Simulate Transport Processes in Coastal Water
  • Bodies”, International Journal for Numerical Methods in Fluids,
  • Vol.34, pp. 307-339.
  • BALAS L. (1998) Three-Dimensional Numerical Modelling of
  • Transport Processes in Coastal Water Bodies, Phd Thesis, The
  • Graduate School of Natural and Applied Sciences, Middle East
  • Technical University, Ankara, Turkey, pp. 1-45.
  • BRETSCHNEIDER, C. L. (1970) Forecasting Relations for Wave
  • Generation, Look Lab/Hawaii, Vol.1, No. 3, Honolulu: Department
  • of Ocean Engineering, University of Hawaii.
  • CEM, Coastal Engineering Manual (2006) Coastal Engineering
  • Research Center, Department of the Army, US Army Corps of
  • Engineers, Washington DC, USA.
  • HASSELMANN, K., ROSS, D. B., MULLER, P., SELL, W. (1976) A
  • Parametric Wave Prediction Model, Journal of Physical
  • Oceanography, Vol. 6, pp. 200-228.
  • HYDROTAM-3D Üç Boyutlu Hidrodinamik Taşınım Modeli,
  • http://hydrotam.com, Erişim tarihi: 12 Haziran 2013.
  • İNAN, A., BALAS, L. (2008) Numerical Modeling of Extended Mild
  • Slope Equation with Finite Volume Method, Computational Methods
  • And Applied Computing, Vol.3, pp.222-227.
  • İNAN, A., BALAS L. (2009) Numerical Modeling of Extended Mild
  • Slope Equation with Mac Cormack Method, Mathematics and
  • Computers in Science and Engineering , No.1, pp. 195-210.
  • SPM (1984) Shore Protection Manual, U.S. Army Corps of
  • Engineers.
  • YEGÜL, U. (2005) Kıyısal Alanlarda Askı Maddesi Taşınımının
  • Modellenmesi, Gazi Üniversitesi, Fen Bilimleri Enstitüsü, Ankara.