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Year 2013, Volume: 5 Issue: 2, 19 - 35, 02.10.2015

Abstract

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

References

  • 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.

Liman Yapılarının Tasarımı için Dalga Tahmini

Year 2013, Volume: 5 Issue: 2, 19 - 35, 02.10.2015

Abstract

Ticari limanlar ve yat limanları, deniz taşımacılığı ve tekne turizmi
açısından hayati önem taşımaktadırlar. Limanların tasarımında en önemli
aşamalardan biri, konaklayan gemi ve teknelere güvenli bir demirleme
sağlayacak olan liman koruma yapısının tasarımıdır. Liman koruma yapısı
tasarımını etkileyecek dalga özelliklerini belirten dalga iklimi, göz önüne
alınması gereken temel unsurdur. Dalga iklimin modellenmesi koruma yapısı
tasarımın sağlıklı olabilmesi açısından büyük bir öneme sahiptir. Bugün
dünyada olduğu gibi, Türkiye’de de dalga tahminleri, rüzgar ölçümlerine ya
da modellerine dayanmaktadır. Ancak, Türkiye Kıyılarında dalga iklimi
çalışmalarında kullanılabilecek ölçülmüş dalga verisi bulunmadığından
tasarım sürecinde dalga modelleri tercih edilmektedir. Bu çalışmada Türkiye
Kıyıları için geliştirilmiş üç boyutlu hidrodinamik taşıma modeli olan
HYDROTAM-3D modelinin rüzgar ve dalga iklimi alt modelleri anlatılmakta
ve uygulama çalışması olarak Edremit, Balıkesir bölgesinin rüzgar ve dalga
iklimi sunulmaktadır.

References

  • 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.
There are 64 citations in total.

Details

Primary Language Turkish
Journal Section Articles
Authors

Lale Balas This is me

Aslı Numanoğlu Genç This is me

Asu İnan

Publication Date October 2, 2015
Published in Issue Year 2013 Volume: 5 Issue: 2

Cite

APA Balas, L., Numanoğlu Genç, A., & İnan, A. (2015). Liman Yapılarının Tasarımı için Dalga Tahmini. Dokuz Eylül Üniversitesi Denizcilik Fakültesi Dergisi, 5(2), 19-35.
AMA Balas L, Numanoğlu Genç A, İnan A. Liman Yapılarının Tasarımı için Dalga Tahmini. Dokuz Eylül Üniversitesi Denizcilik Fakültesi Dergisi. October 2015;5(2):19-35.
Chicago Balas, Lale, Aslı Numanoğlu Genç, and Asu İnan. “Liman Yapılarının Tasarımı için Dalga Tahmini”. Dokuz Eylül Üniversitesi Denizcilik Fakültesi Dergisi 5, no. 2 (October 2015): 19-35.
EndNote Balas L, Numanoğlu Genç A, İnan A (October 1, 2015) Liman Yapılarının Tasarımı için Dalga Tahmini. Dokuz Eylül Üniversitesi Denizcilik Fakültesi Dergisi 5 2 19–35.
IEEE L. Balas, A. Numanoğlu Genç, and A. İnan, “Liman Yapılarının Tasarımı için Dalga Tahmini”, Dokuz Eylül Üniversitesi Denizcilik Fakültesi Dergisi, vol. 5, no. 2, pp. 19–35, 2015.
ISNAD Balas, Lale et al. “Liman Yapılarının Tasarımı için Dalga Tahmini”. Dokuz Eylül Üniversitesi Denizcilik Fakültesi Dergisi 5/2 (October 2015), 19-35.
JAMA Balas L, Numanoğlu Genç A, İnan A. Liman Yapılarının Tasarımı için Dalga Tahmini. Dokuz Eylül Üniversitesi Denizcilik Fakültesi Dergisi. 2015;5:19–35.
MLA Balas, Lale et al. “Liman Yapılarının Tasarımı için Dalga Tahmini”. Dokuz Eylül Üniversitesi Denizcilik Fakültesi Dergisi, vol. 5, no. 2, 2015, pp. 19-35.
Vancouver Balas L, Numanoğlu Genç A, İnan A. Liman Yapılarının Tasarımı için Dalga Tahmini. Dokuz Eylül Üniversitesi Denizcilik Fakültesi Dergisi. 2015;5(2):19-35.

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