DIFRAKSI GELOMBANG MELALUI BREAKWATER AMBANG RENDAH HALF CYLINDER

Nastain Nastain
Jurusan Teknik Sipil Universitas Jenderal Soedirman
Indonesia
Suripin Suripin
Departemen Teknik Sipil Universitas Diponegoro
Indonesia
Nur Yuwono
Departemen Teknik Sipil dan Lingkungan Universitas Gadjah Mada
Indonesia
Ignatius Sriyana
Departemen Teknik Sipil Universitas Diponegoro
Indonesia

Abstract

Gelombang datang akan mengalami difraksi saat melewati sebuah struktur yang relatif besar. Gelombang difraksi akibat breakwater ambang rendah half cylinder akan dihamburkan secara radial arah normalnya berupa gelombang hambur (scatter). Penelitian ini dilakukan untuk mengetahui kinerja breakwater ambang rendah half cylinder berdasarkan nilai koefesien hambur (scatter) gelombang (Ks) yang terjadi. Analisis potensial gelombang dilakukan untuk menyelesaikan persamaan pengatur aliran secara analitik menggunakan potensial kecepatan sebagai variabel dasar dengan menerapkan kondisi syarat batas yang ada. Hasil analitik kemudian diverifikasi menggunakan metode numerik. Hasil penelitian menunjukan bahwa koefesien scatter (Ks) breakwater ambang rendah half cylinder akan meningkat jika periode gelombang (T) dan nilai parameter a/h (a = jari-jari half cylinder, h = kedalaman air) bertambah besar.  Nilai koefesien scatter (Ks) akan bernilai maksimum jika nilai ka  2 (k = wave number). Hasil verifikasi menunjukan bahwa metode analitik dan numerik menggunakan potensial kecepatan sebagai variabel dasar mendekati hasil yang sama jika nilai a/h ≤ 0,50.

Keywords
Half cylinder; Difraksi; Koefisien Hambur; Potensial Gelombang
References

Ahmed, H. and Schlenkhoff, A. (2014). Numerical Investigation of Wave Interaction with Double Vertical Slotted Walls. International Journal of Environment, Ecological and Manning Engineering, 8(8).

Ahmed, H. (2010). Wave Interaction with Vertical Slotted Walls as Permeable Breakwater. Ph.D Thesis, Hydro Science (IGAW), Bergische Universitat Wupertal, Germany.

Allo, D. B. P. dan Paotonan, C. (2012). Transmisi Gelombang Melalui Struktur Bawah Air Berbahan Geotextile Tube Sebagai Pelindung Pantai Buatan. Jurnal Riset dan Teknologi Kelautan (JRTK), 10(20).

Banerjee, P.K. dan Butterfield, R. (1981). Boundary Element Methods in Engineering Science. McGraw-Hill Book Co., London, UK.

Chakrabarti, Subrata K. (1987). Hydrodynamics of Offshore Structures. 1nd Editions, Computational Mechanic Publications, Southampton, UK.

Chyon, M. S. A., Rahman, A., dan Rahman, M. A. (2017). Comparative study on hydrodynamic performance of porous and non-porous submerged breakwater. Procedia Engineering, 194: 203–210.

Danudirgo, Eko. (1991). Analisa Difraksi Gelombang Dengan Metode Elemen Batas. Tesis S2 Teknik Sipil ITB.

Daniel, M. Arsyad Thaha, dan Mukhsan Putra Hatta. (2013). Eksperimental Transmisi Gelombang Melalui Breakwater tipe Kubus Berongga. Universitas Hasanuddin, Makasar.

Ekowiyanto, D. (1991). Analisa Difraksi Gelombang dengan Metode Elemen Batas. Thesis Magister Teknik Sipil ITB, Bandung.

Ippen, Arthur T. (1966). Estuary and Coastal Hydrodynamic. McGraw-Hill Book Company, Inc.

Ji, C.H. dan Suh, K.D. (2008). Reflection and Transmission of Irregular Waves by Multiple-Row Curtain wall-Pile Breakwater. Proceedings of the Eighteenth (2008) International Offshore and Polar Engineering Conference Vancouver, BC, Canada.

Koraim, A. S. (2014). Hydraulic Characteristics of Pile-supported L-shaped Bars Used as a Screen Breakwater. Ocean Engineering 83 : 36-51.

Koraim, A.S., Iskander, M.M., dan Elsayed, W.R. (2014). Hydrodynamic Characteristics of Double Rows of Pile Suspending Horizontal C Shaped Bar. Ocean Engineering 84 : 81-96.

Kokkinowrachos and Zibell (1984). Wave Interaction with Multiple Cross-sections in Finite Water Depth. Proceedings of the Third International Offshore Mechanics and Arctic Engineering (OMAE) Symposium, New Orleans, Louisiana.

Laju, K., Sundar, V., and Sundaravadivelu, R. (2011). Hydrodynamic Characteristics of Pile Supported Skirt Breakwater Models. Applied Ocean Reseach 33 : 12-22.

Liu, Y. and Li, Y.C. (2011). Wave Interaction with a Wave Absorbing Double Curtain-wall Breakwater. Ocean Engineering 38 :1237-1245.

Mei, C. dan Black, L. (1969). Scattering and Radiation of Water Wave. Water Resources and Hydrodynamic Laboratory Dept. of Civil Engineering, Massachusetts Institute of Technology.

Mathisen (1982). Improved Strip Theory for Wave-induced Loads on Twin-hull Semi-submersible. Proceedings of the First Offshore Mechanics and Arctic Engineering (OMAE) Symposium, New Orleans, Louisiana.

Mei, C.C. (1989). The Applied Dynamics of Ocean Surface Waves. Vol.-1 Advanced Series on Ocean Engineering, Worl Scientific, Singapore.

Naftzger and Chakrabarti, SK., 1979. Scattering of wave by two-dimensional circular obstacles in finite water depths. Journal of Ship Research.

Nejadkazem, O. and Gharabaghi, A.R.M., 2012. Non-propagating Waves and Behavior of Curtain wall-pile Breakwaters, Journal of Persian Gulf (Marine Science) 3 :11-26.

Paotonan, C. dan Yuwono, N. (2011). Disipasi Energi Gelombang yang Merambat Melalui Struktur Bawah Air. Dinamika Teknik Sipil, 11(2).

Rageh, O.S., Koraim, A.S., dan Salem, T.N. (2009). Hydrodynamic Efficiency of Partially Immersed Caissons Supported on Piles. Ocean Engineering 36 : 1112-1118.

Rageh, O.S. and Koraim, A.S. (2010). Hydraulic Performance of Vertical Walls with Horizontal Slots Used as Breakwater. Coastal Engineering 57 : 745-756 Elsevier.

Suh, K.D., Jung, H.Y., and Pyun, C.K. (2007). Wave Reflection and Transmission by Curtain wall–pile Breakwaters Using Circular Piles. Ocean Engineering 34 : 2100-2106.

Suh, K.D., Shin, S. and Cox, D.T. (2006). Hydrodynamic Characteristics of Pile Supported vertical Wall Breakwaters. Journal of Waterway, Port, Coastal, and Ocean Engineering 132 (2) : 83-96.

Syawaluddin. H. (1994). Analisa Dinamika Gelombang (Difraksi, Refraksi, dan Resonansi) dengan Metode Elemen Batas. Thesis Magister Teknik Sipil ITB, Bandung.

Sorensen, R.M. (2006). Basic Coastal Engineering. Third Edition. Springer Science Business Media, Inc. New York.

Sulaiman, DM. (2012). Rehabilitasi Pantai dengan Pemecah Gelombang Ambang Rendah berbahan Geotube. Jurnal Teknik Hidraulik, 3(2).

Zhang, S. and Li, X. (2014). Design Formulas of Transmission Coefficients for Permeable Breakwaters. Water Science and Engineering 7(4) : 457-467.

Information
PDF
2235 times PDF : 1317 times
Article Tools



Email the author (##plugins.block.readingTools.loginRequired##)