Acknowledgement
This work was supported by a 2-Year Research Grand of Pusan National University.
References
- Calabrese, M., Vicinanza, D., & Buccino, M. (2003). 2D wave set up behind low crested and submerged breakwaters. Proceedings of the 13th International Conference ISOPE, Honolulu, Hawaii, USA. https://onepetro.org/ISOPEIOPEC/proceedings/ISOPE03/All-ISOPE03/ISOPE-I-03-321/8542
- Daemen, I. F. R. (1991). Wave transmission at low-crested structures [Master thesis, Delft University of Technology]. Delft Hydraulics Report H462.http://resolver.tudelft.nl/uuid:433dfcf3-eb87-4dc9-88dc-8969996a6e3f
- Daemrich, K., & Kahle, W. (1985). Protective effect of underwater breakwaters under the influence of irregular sea waves (Report Heft 61). Franzius-Instituts fur Wasserbau und Kusteningenieurswesen.
- Formentin, S. M., Zanuttigh, B., & Van der Meer, J. W. (2017). A Neural network tool for predicting wave reflection, overtopping and transmission. Coastal Engineering Journal, 59(1), 1750006. https://doi.org/10.1142/S0578563417500061
- Goda, Y., & Ahrens, J. P., (2008). New formulation of wave transmission over and through low-crested structures. Proceedings of the 31st International Conference of Coastal Engineering, Hamburg, Germany, 3530-3541. https://doi.org/10.1142/9789814277426_0292
- Hashemi, M. R., Ghadampour, Z., & Neill, S. P. (2010). Using an artifi cial neural network to model seasonal changes in beach profiles. Ocean Engineering, 37(14-15), 1345-1356. https://doi.org/10.1016/j.oceaneng.2010.07.004
- Kim, D. H., & Park, W. S. (2005). Neural network for design and reliability analysis of rubble mound breakwaters. Ocean engineering, 32(11-12), 1332-1349. https://doi.org/10.1016/j.oceaneng.2004.11.008
- Koosheh, A., Etemad-Shahid, A., Cartwright, N., Tomlinson, R., & Hosseinzadeh, S. (2020). The comparison of empirical formulae for the prediction of mean wave overtopping rate at aromored sloped structures. Coastal Structure, 36v. https://icce-ojstamu.tdl.org/icce/index.php/icce/article/view/10161 10161
- Lee, J. H., Jung, W. J., Bae, J. H., Lee, K. H., & Kim, D. S. (2019). Variation characteristic of wave field around 2-dimensional low-crested-breakwaters. Journal of Korean Society of Coastal and Ocean Engineers, 31(5), 294-304. https://doi.org/10.9765/KSCOE.2019.31.5.294
- Lee, J. I., & Bae, I. L. (2020). Experimental study for wave transmission coefficients of submerged structure :I. Permeable type structure. Journal of the Korean Society of Civil Engineers, 40(5), 485-496. https://doi.org/10.12652/Ksce.2020.40.5.0485
- Panizzo, A., & Briganti, R. (2007). Analysis of wave transmission behind low-crested breakwaters using neural networks. Coastal Engineering, 54(9), 643-656. https://doi.org/10.1016/j.coastaleng.2007.01.001
- Rigos, A., Tsekouras, G. E., Chatzipavlis, A., & Velegrakis, A. F. (2016). Modeling beach rotation using a novel legendre polynomial feedforward neural network trained by nonlinear constrained optimization. In IFIP International Conference on Artificial Intelligence Applications and Innovations (pp. 167-179). Springer International Publishing.
- Seelig, W. N. (1980). Two dimensional tests of wave transmission and feflection characteristics of laboratory breakwaters (Technical report No. 80-1). Coastal Engineering Research Center, U.S. Army, Corps of Engineers Waterways Experiment Station, Vicksburg, MS, 187. https://apps.dtic.mil/sti/pdfs/ADA089603.pdf
- Shamshirband, S., Mosavi, A., Rabczuk, T., Nabipour, N., & Chau, K. W. (2020). Prediction of significant wave height; comparison between nested grid numerical model, and machine learning models of artificial neural networks, extreme learning and support vector machines. Engineering Applications of Computational Fluid Mechanics, 14(1), 805-817. https://doi.org/10.1080/19942060.2020.1773932
- Takayama, T., Nagai, K., & Sekiguchi, T. (1985). Irregular wave experiments on wave dissipation function of submerged breakwater with wide crown. In Proceedings of 32th Japanese Conference on Coastal Engineering, JSCE, (Vol. 32, pp. 545-549)
- Van der Meer, J. W. (1988). Rock slopes and gravel beaches under wave attack [PhD thesis, Delft University of Technology]. Delft Hydraulics Report 396.
- Van der Meer, J. W., Briganti, R., Zanuttigh, B., & Wang, B. (2005). Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change. Coastal Engineering, 52(10-11), 915-929. https://doi.org/10.1016/j.coastaleng.2005.09.005