References
- Aminti, P., Cammelli, C., Cappietti, L., Jackson, N.L., Nordstrom, K.F., Pranzini, E. (2004). Evaluation of beach response to submerged groin construction at Marina di Ronchi, Italy, using field data and a numerical simulation model. Journal of Coastal Research, Special Issue no. 33. Functioning and Design of Coastal Groins: The Interaction of Groins and the Beach-Process and Planning (WINTER 2004), pp. 99-120.
- Bacamazo, L. & Grosskopf W. (1999). Beach response to groins. In proceedings of Coastal Sediments, June 21-23 (pp. 2073-2089). New York, USA: ASCE.
- Badiei, P., Kamphuis W. & Hamilton D. (1994). Physical experiments on the effect of groins on shore morphology. In proceedings of the 24th International Conference on Coastal Engineering, October 23-28 (pp. 1782-1796). Kobe, Japan: ASCE.
- Cappietti, L. (2011). Converting Emergent Breakwaters into Submerged Breakwaters. E Journal of Coastal Research, SI 64 (Proceedings of the 11th International Coastal Symposium), 479-483. Szczecin, Poland, ISSN 0749-0208.
- Dabees, M., Moor B. & Humiston K. (2004). Enhancement of T-groins designed to improve downdrift shoreline response. In proceedings of 29th International Conference on Coastal Engineering, September 19-24 (pp. 2423-2435). Lisbon, Portugal: ASCE.
- De Groot, M. B., Breteler M.K. & Berendsen E. (2004). Feasibility of geocontainers at the sea shore. In proceedings of 29th International Conference on Coastal Engineering, September 19-24 (pp. 3904-3913). Lisbon, Portugal: ASCE.
- Deltares 2010a. Delft3D-WAVE. Simulation of short-crested waves with SWAN – User Manual. Version 3.04, rev. 11114. Deltares, Delft, The Netherlands.
- Deltares 2010b. Delft3D-FLOW. Simulation of multi-dimensional hydrodynamic flow and transport phenomena, including sediments – User Manual. Version 3.04, rev. 11114. Deltares, Delft, The Netherlands.
- Fleming, C.A. (1990). Principles and Effectiveness of Groynes. In K.W. Pilarczyk (Ed.), Coastal Protection (121-156). Rotterdam, the Netherlands: Balkema Press.
- Fredsöe, J. (1984). Turbulent boundary layer in wave-current interaction. Journal of Hydraulic Engineering ASCE. 110: 1103-1120.
- Hanson, H., Thevenot M. & Kraus C. (1996). Numerical simulation of shoreline change for longshore sand waves at groin field. In proceedings of 25th International Conference on Coastal Engineering, September 2-6 (pp. 4024-4037). Orlando, USA: ASCE.
- Hanson, H., Larson M. & Kraus N. (2010). Modelling long-term beach changes under interacting longshore and cross-shore processes. In proceedings of 32th International Conference on Coastal Engineering, 30 June – 5 July (electronic edition). Shanghai, China: Coastal Engineering Research Council.
- Koerner, G. & Koerner R. (2006). Geotextile Tube Assessment Using a Hanging Bag Test. Geotextiles and Geomembranes. 24: 129-137.
- Kunz, H., (1996). Groynes on the East-Frisian Islands: History and experiences. In proceedings of 25th International Conference on Coastal Engineering, September 2-6 (pp. 2128-2141). Orlando, USA: ASCE.
- Leshchinsky, D., Leshchinsky O., Ling H.I. & Gilbert P.A. (1996). Geosynthetic tubes for confining pressurized slurry: some design aspects. Journal of Geotechnical Engineering, ASCE, 122(8): 682-690.
- Nakamura, S. (2010). Passage rate of bedload transport due to a groin in consideration of wave climate. In abstracts of 32th International Conference on Coastal Engineering, 30 June – 5 July (paper 160). Shanghai, China: Coastal Engineering Research Council.
- Pilarczyk K. & Zeidler R. (1996). Offshore breakwater and shore evolution control. Rotterdam, the Netherlands: A. A. Balkema.
- Pruszak, Z., Ostrowski R., Skaja M. & Szmytkiewicz M. (2000). Wave climate and large-scale coastal processes in terms of boundary conditions. Coastal Engineering Journal, 42 (1): 31-56.
- Pruszak Z. (2004). Polish coast-two cases of human impact. BALTICA, Vol. 17 (1), 34-40.
- Raudkivi, A. & Dette H. (2002). Reduction of sand demand for shore protection. Coastal Engineering, 45: 239-259. DOI: 10.1016/S0378-3839(02)00036-4.
- Schoonees, J., Theron A. & Bevis D. (2006). Shoreline accretion and sand transport at groynes inside the port of Richard Bay. Coastal Engineering, 53: 1045-1058. DOI: 10.1016/j.coastaleng.2006.06.006.
- Schönhofer, J. (2014). Rip currents at beach with multiple bars – theoretical description and in-situ observations. PhD thesis, IBW PAN, Gdańsk, 172 pp. (in Polish).
- Trampenau, T., Goericke F. & Raudkivi A. (1996). Permeabile pile groins. In proceedings of 25th International Conference on Coastal Engineering, September 2-6 (pp. 2142-2151). Orlando, USA: ASCE.
- Uno, Y., Goda Y. & Nobuyuki O. (2010). Suspended-sediment-based beach morphology model applied to submerged groin system. In proceedings of 32th International Conference on Coastal Engineering, 30 June – 5 July (electronic edition). Shanghai, China: Coastal Engineering Research Council.
- Van der Meer, J.W. & d’Angremond K. (1991). Wave transmission at low crested structures. In the proceedings of Conference Coastal Structures and Breakwaters. November 6-8 (pp. 25-42). London, England: ICE & Held.
- Van Rijn, L.C. (1993). Principles of sediment transport in rivers, estuaries and coastal seas. The Netherlands: Aqua Publications.