Marina Development Impact on the Tranquility of Small Coast Harbor |
Lee, Dong-Hyun
(Korea Maritime and Ocean University)
Lee, Joong-Woo (Korea Maritime and Ocean University and SOST) An, Hyo-Jae (Korea Maritime and Ocean University) Kim, Kang-Min (Hangdo Engineering Corporation) |
1 | Booij, N., Ris, R.C. and Holthuijsen, L. H.(1999), "A third-generation wave model for coastal regions, Part I, Model description and validation," J. Geoph. Research, 104, C4, pp. 7649-7666. DOI ScienceOn |
2 | Copeland, G. J. M.(1985), "A Practical Alternative to the Mild Slope Wave Equation," Coastal Eng., No. 9, pp. 125-149. |
3 | Maruyama, K and Kajima, R.,(1985), Two dimensional wave calculation method based on unsteady mild slope equation, Rep. Electric Central Res. Inst, 384041. |
4 | Lee, J. W. (1989), "Hybrid Element Analysis of Water Waves for Harbor Design", Univ. of Hawaii, p. 242. |
5 | Lee, J. W. and Kim, J. Y.(1991), " A Study on Wave Analysis and Harbor Oscillation due to Busan Port Development", J. of KSOE, Vol. 5, No. 1, pp. 25-34. |
6 | Lee, J. W., Nam, K. D., Park, S. G., Kim, S. M., and Kang, S. J. (2009), "Design and Construction of the Cylindrical Slit Type Shore Structures," J. Navigation and Port Research International Edition, Vol. 33, No. 9, pp. 645-651. 과학기술학회마을 DOI ScienceOn |
7 | Kim, N.H. and Hur, Y.T. (2003), "Calmness Analysis of Jeju Harbor by Finite Element Technique, J. of KSOE, Vol. 17, No. 1, pp. 16-20. 과학기술학회마을 |
8 | MOMAF(2011), "The 3rd national port master plan amendment". |
9 | Ris, R. C., Booij, N. and Holthuijsen, L. H.(1999), "A third-generation wave model for coastal regions, Part II, Verification," J. Geoph. Research 104, C4, pp. 7667-7681. DOI ScienceOn |
10 | Berkhoff, J. C. W.(1972), "Computation of combined refraction-diffraction," Proc. 13th Int. Conf. on Coastal Eng., ASCE, pp. 471-490. |