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dc.contributor.authorSetiyawan
dc.date.accessioned2013-05-17T09:28:31Z
dc.date.available2013-05-17T09:28:31Z
dc.date.issued2013-03
dc.identifier.citationBakosurtanal, 2010. Peta Bathimetri Indonesia, Pantai Sabang dan Jepara. 24-26. Jakarta Chakrabarti, S.K. and Snider, R.H. 1974. Wave statistics for March 1968 Jepara Coast storm. J. geophys. Res. 79, 3449-3456. C. Guedes Soares, 1984. Representation Of Double-Peaked Sea Wave Spectra. Ocean Engineering, Vol 11, No. 2. pp. 185-207. Dattatri, J., Jothi Shankar, N., Raman, H., 1977. Comparison of Scott spectra with ocean wave spectra. Journal of Waterway Port Coastal and Ocean Engineering, ASCE 103, 375–378. Fukuda, J. 1967. Theoretical determination of design wave bending moments. Japan Shipbldg Marine Engng 2 (3), 13-22. Goodrics, G.S. et al. 1969. Technical decisions and recommendations of the seakeeping committee. 12th Int. Towing Tank Conf., Rome, pp. 821-822. Haver, S. and Moan, T. 1983. On some uncertainties related to the short term stochastic modeling of ocean waves. Appl. Ocean Res. 5, 93-108. Hasselmann, K. et al. 1973. Measurements of wind-wave growth and swell decay during the Joint South Java Coast Wave Project (JONSWAP). Dt. hydrogr, Z. A(8) (12). Hogben, N. et al. 1976. Environmental conditions. Report of Committee i. 1, 6th International Ship Structures Congress, Boston. ISSC, 1979. Report of committee I.1 (Environmental condition). Seventh International Ship Structures Congress, Paris. Mitsuyasu, H. et al. 1980. Observation of the power spectrum of ocean waves using a cloverleaf buoy. J. phys. Oceanogr. 10, 286-296. Moan, T., Syvertsen, K. and Haves, S. 1977. Dynamic analysis of gravity platforms subjected to random wave excitation. Spring Meeting/STAR Symposium, S.N.A.M.E., pp. 119-146. Narasimhan, S., Deo, M.C., 1979. Spectral analysis of ocean waves a study. In: Proceedings of the Conference on Civil Engineering in Oceans, vol. 1. ASCE, New York, pp. 877–892. Nordenstrom, N., Faltinsen, O. and Pedersen, B. 1971. Prediction of wave induced motions and loads for Catamarans. Proc. Offshore Technology Conf., No. OTC 1418, Vol. II, pp. 13-58. Ochi, M.K. 1978. Wave statistics for the design of ships and ocean structures. Trans. Soc. nay. Archit. mar. Engrs, N.Y. 86, 47-46. Pierson, W.J. and Moskowitz, L. 1964. A proposed spectral form for fully developed wind seas based on the similarity theory of S.A. Kitaigorodskii. J. geophys. Res. 69, 5181-5190. Soares, C. G. 1984. Representation Of Double-Peaked Sea Wave. Ocean Engineering, Vol 11, No. 2. pp. 185207. Soding, H. 1971. Calculation of stresses on ships in a seaway. Schiff Hafen 2,3, 752-762. V. Sanil Kumar, K. Ashok Kumar, 2008. Spectral characteristics of high shallow water waves, Ocean Engineering 35, pp 900–911. Warnsinck, W.H. et al. 1964. Environmental conditions. Report of Committee 1, 2nd International Ship Structures Congress. Oslo.en_US
dc.identifier.issn19074026
dc.identifier.urihttp://hdl.handle.net/11617/3048
dc.description.abstractIndia ocean in optimation theoretical wave spectrum only wide spectrum and peak frequency equalized but peak energi not yet equalized hence in this research will equalize wide spectrum, peak frequency and peak energi for indonesia ocean that is Sabang coast and Jepara coast. About 12 mounth measured wave spectra from the Sabang Coast and 2 month from the Jepara Coast, were analyzed so as to determine the frequency of occurrence of peaked spectra in sea states of different intensity. This type of spectrum did not occur so often close to coast and in high sea states. A fourparameter theoretical formulation was proposed to represent peaked spectra and was shown to provide an excellent fit to measured spectra. The average values of the spectral parameters describing the two peaks did not show any clear dependence on significant wave height. The mathematical spectrum models are generally based on one or more parameters, e.g., significant wave height, wave period, shape factors, etc. The most common single-parameter spectrum is the Pierson-Moskowitz model based on the significant wave height or wind speed. There are several two-parameter spectra available. Some of these which are commonly used are Bretschneider, ISSC and ITTC. JONSWAP spectrum is a five-parameter spectrum, but usually three or the parameters are held constant. Qualitative as well as quantitative comparisons of the optimation-yielded spectra with target spectra indicated that the developed optimation could model the wave spectral shapes in a better way than commonly used theoretical spectra.en_US
dc.publisherMagister Teknik Sipil UMSen_US
dc.subjectSabang Coasten_US
dc.subjectPeaked spectraen_US
dc.subjectJONSWAP spectrumen_US
dc.subjectSignificant wave heighten_US
dc.subjectSpectral energyen_US
dc.titleSPECTRAL REPRESENTATION IN SABANG AND JEPARA COASTen_US
dc.typeArticleen_US


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