References
- Battjes, J. A. (1974) Computation of set-up, longshore currents, run-up and overtopping due to wind-generated waves. Delft, The Netherlands.
- Bornschein, A., Pohl, R. (2012) Wave run-up of breaking and non-breaking waves with longshore current, in Book of Proceedings of the International Conference of the Application of Physical Modelling to Port and Coastal Protection (CoastLab 12). Universiteit Gent, Ghent, Belgium, pp. 333–342.
- CSN 75 0255 (1987) ČSN 75 0255 Výpočet účinků vln na stavby na vodních nádržích a zdržích (Calculation of wave effects on water structures).
- de Waal, J. P., van der Meer, J.W. (1992) Wave Runup and Overtopping on Coastal Structures. Coast. Eng. Proc. 1, 1758–1771. doi:10.9753/icce.v23.%p
- Dean, R. G., Dalrymple, R.A. (1991) Water Wave Mechanics for Engineers and Scientists, Advanced series on ocean engineering. World Scientific.
- EurOtop (2018) Manual on wave overtopping of sea defences and related structures. An overtopping manual largely based on European research, but for worldwide application. Van der Meer, J.W., Allsop, N.W.H., Bruce, T., De Rouck, J., Kortenhaus, A., Pullen, T., Schüttrumpf, H., Troch, P. and Zanuttigh, B., www.overtopping-manual.com
- Francis, J. R. D., Dudgeon, C.R. (1967) An experimental study of wind-generated waves on a water current. Q. J. R. Meteorol. Soc. 93, 247–253. doi:10.1002/qj.49709339611
- Gibson, A. H. (1930) The Effect of Surface Waves on The Discharge Over Weirs. Sel. Eng. Pap. 1, null. doi:10.1680/isenp.1930.15071
- González-Escrivá, J. A. (2006) The Role of Wind in Wave Runup and Overtopping of Coastal Structures, in Coastal Engineering Conference. p. 4766.
- Hasselmann, K., Barnett, T.P., Bouws, E., Carlson, H., Cartwright, D. E., Enke, K., Ewing, J. A., Gienapp, H., Hasselmann, D. E., Kruseman, P., others (1973) Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP).
- Heyer, T., Pohl, R. (2005) Der Auflauf unregelmäßiger Wellen im Übergangsbereich zwischen branden und Schwingen. Wasser und Abfall, Ausgabe 5/2005, DOI: 10.1007/bf03247339
- Hunt, I. A. (1959) Design of sea-walls and breakwaters. Trans. Am. Soc. Civ. Eng. 126, 542–570.
- Jensen, M. S., Frigaard, P. (2000) Zeebrugge Model: wave run-up under simulated prototype storms (II) and the influence on wave run-up introducing a current.
- Juhl, J., Sloth, P. (1994) Wave overtopping of breakwaters under oblique waves. Coast. Eng. Proc. 1.
- Kortenhaus, A., Fröhle, P., Jensen, J., von Lieberman, N., Mai, S., Miller, C., Peters, K., Schüttrumpf, H. (2009) Probabilistische Bemessung von Bauwerken, In: Hafenbautechnische Gesellschaft and Deutsche Gesellschaft Für Geotechnik e.V., Unsere Gewässer - Forschungsbedarf Aus Sicht Der Praxis : Eine Dokumentation von HTG Und DGGT. Hamburg, pp. 109–122.
- Kratochvil, S. (1980) Účinek vlnobití na svislou a šikmou stěnu (Effect of wave motion on a vertical and oblique wall). Vodohospodársky časopis 28, 472–502.
- Lorke, S., Brüning, A., van Der Meer, J., Schüttrumpf, H., Bornschein, A., Gilli, S., Pohl, R., Spano, M., Říha, J., Werk, S., Schlütter, F. (2010) On the effect of current on wave run-up and wave overtopping, in Proceedings of the Coastal Engineering Conference.
- Lorke, S., Scheres, B., Schüttrumpf, H., Bornschein, A., Pohl, R. (2012) Physical Model Tests on Wave Overtopping and Flow Processes on Dike Crests Influenced By Wave-Current Interaction. Coast. Eng. Proc. 1, waves.34. doi:10.9753/icce.v33.waves.34
- Mares-Nasarre, P., van Gent, M.R.A. (2020) Oblique Wave Attack on Rubble Mound Breakwater Crest Walls of Finite Length. Water, 12, 353, MDPI, pp. 1–21, doi: 10.3390/w12020353
- Oumeraci, H., Möller, J., Schüttrumpf, H., Zimmermann, C., Daemrich, K.F., Ohle, N. (2002) Schräger Wellenauflauf an Seedeichen. Final Report, BMBF Res. Proj. KIS 015/016. LWI Rep. No. 881/FI Rep. No. 643/V. Braunschweig, Ger.
- Owen, M.W. (1980) Design of seawalls allowing for wave overtopping. Rep. Ex 924, 39.
- Pasquali, D., Bruno, M. F., Celli, D., Damiani, L., Di Risio, M. (2019) A simplified hindcast method for the estimation of extreme storm surge events in semi-enclosed basins. Applied Ocean Research, 85, 45–52.
- Pohl, R. (2014) Freeboard allowance at rivers—experiences from Germany, In: Schleiss, A.J., Cesare, G. de, Franca, M.J., Pfister, M. (Eds.), River Flow 2014. CRC Press, Lausanne, pp. 1829–1836. doi:10.1201/b17133-243
- Riha, J., Spano, M. (2012) The influence of current on the height of wind wave run-up: A comparison of experimental results with the Czech national standard. J. Hydrol. Hydromechanics 60, 174–184. doi:10.2478/v10098-012-0015-2
- Schüttrumpf, H., Van Gent, M. R. (2004) Wave overtopping at seadikes. In: Coastal Structures 2003 (pp. 431–443).
- Shankar, N. J., Jayaratne, M. P. R. (2003) Wave run-up and overtopping on smooth and rough slopes of coastal structures. Ocean Engineering, 30(2), 221–238.
- Tautenhain, E., Kohlhase, S., Partenscky, H.W. (1982) Wave run-up at sea dikes under oblique wave approach, In: Proceedings of the 18th International Conference on Coastal Engineering. pp. 804–810.
- van der Meer, J.W. (1993) Conceptual design of rubble mound breakwaters, In: Proceedings of the Short Course on Design and Reliability of Coastal Structures. pp. 221–315.
- van der Meer, J.W., Janssen, J.P.F.M. (1994) Wave run-up and wave overtopping at dikes and revetments. Delft Hydraul, The Netherlands.
- van Gent, M.R.A., van der Werf, I. (2019) Prediction method for wave overtopping and forces on rubble mound breakwater crest walls. Coastal Structures 2019, Hannover, Germany.
- Wagner, H., Bürger, W. (1973) Kennwerte zur Seedeichbemessung. Wasserwirtschaft Wassertechnik (WWT) 23, 204–207.
- Ward, D.L., Zhang, J., Wibner, C.G., Cinotto, C.M. (1998) Wind effects on runup and overtopping of coastal structures. Texas A&M University, USA.
- Wassing, F. (1957) Model investigations of wave run-up on dikes carried out in The Netherlands during the past twenty years. Proc. 6th Coast. Eng. Conf. 700–714.
- Yamashiro, M., Yoshida, A., Hashimoto, H., Irie, I. (2006) Conversion ratio of wind velocity from prototype to experimental model on wave-overtopping, in Coastal Engineering Conference, p. 4753.