Browse > Article
http://dx.doi.org/10.5394/KINPR.2014.38.6.673

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)
Abstract
Due to the increased demand for safety and security requirements on the port infrastructure, the harbor tranquility is one of the important parameter in the mooring basin of harbor. It relates keenly to berthing/unberthing and cargo handling works but also it is an important indicator to get the minimum water area as the safe refuge. Hupo harbor is a national coastal harbor located in east coast of Korea and a development plan for a new marina near the entrance is being carried out including berth layouts, breakwater extensions, 300m marina berths, dredging and land reclamation works. The new plan will impact on calmness of the existing port. Therefore, it is necessary to analyze in complex the variation of wave height and direction caused by wave refraction, diffraction, shoaling and reflection from the incident waves from outside the harbor. In order to check the calmness inside a harbor, the numerical models are being used currently need fundamental reviews according to the difference of results which depend on their respective features. In this study, hence, it was introduced the validity of numerical models by comparing the computational results with the hydraulic model experiment. The current investigations contribute to the existing development recommendations and provide further solutions for port planning.
Keywords
Harbor tranquility; Mooring basin; Marina; Hydraulic model test; Numerical model;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
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.