The Influence of Current on the Height of Wind Wave Run-Up: A comparison of experimental results with the Czech National Standard

APSLEY D., 2004: Topic T3: Dimensional analysis, Lectures on Hydraulics 2. The University of Manchester, Manchester, UK, 2004.Search in Google Scholar

CSN 75 0255, 1987: Calculation of wave effect on water structures (Czech national standard). Edited in 1987.Search in Google Scholar

EUROTOP-MANUAL, 2007: "European Overtopping Manual", Eds Pullen T., Allsop N. W. H., Bruce T., Kortenhaus A., Schüttrumpf H. & van der Meer J. W. www.overtopping-manual.comSearch in Google Scholar

GIBSON A. H., 1930: The effect of surface waves on the discharge over weirs. Selected engineering papers. The Institution of Civil Engineers. No. 99.10.1680/isenp.1930.15071Search in Google Scholar

GONZALEZ-ESCRIVA J. A., 2006: The role of wind in wave run-up and overtopping of coastal structures. Proc. 30^th Int. Conf. on Coastal Engineering. San Diego.Search in Google Scholar

GOODARZI E., FARHOUDI J., SHOKRI N., 2012: Flow characteristics of rectangular broad-crested weirs with sloped upstream face. J. Hydrol. Hydromech., vol. 60, No. 2, 87-100.10.2478/v10098-012-0008-1Search in Google Scholar

HANCHE-OLSEN H., 2004: Buckingham's pi-theorem, Lectures on Mathematical modelling. Faculty of Information Technology, Mathematics and Electrical Engineering, Department of Mathematical Sciences, Trondheim, Norway.Search in Google Scholar

HASSELMANN K., BARNETT T. P., BOUWS E., CARLSON H., CARTWRIGHT D. E., ENKE K., EWING J. A., GIENAPP H., HASSELMANN D. E., KRUSEMAN P., MEERBURG A., MLLER P., OLBERS D. J., RICHTER K., SELL W., WALDEN H., 1973: Measurements of windwave growth and swell decay during the Joint North Sea Wave Project (JONSWAP)'. Ergnzungsheft zur Deutschen Hydrographischen Zeitschrift Reihe, A(8), Nr. 12, p. 95.Search in Google Scholar

JENSEN M. S., FRIGAARD P., 2000: Zeebrugge model: Wave runup under simulated prototype storms (II) and the influence on wave run-up introducing a current. Report from the Hydraulics and Coastal Engineering Laboratory. Aalborg University. OPTICREST project.Search in Google Scholar

KRATOCHVIL S., 1969: Oscilační postupové vlny na nádržích. (Oscilatory waves on dam reservoirs.) Vodohospodársky časopis, (J. for Hydrol. and Hydromech.), vol. 17, No. 4, pp. 305-319.Search in Google Scholar

KRATOCHVIL S., 1970: Výška výběhu větrové vlny v hluboké vodě na svah. (The height of wind wave run-up in deep water on a slope.). Vodohospodársky časopis, (J. for Hydrol. and Hydromech.), vol. 18, No. 5, pp. 532-559.Search in Google Scholar

KRATOCHVIL S., 1976: Transformace periodické vlny při přechodu z hluboké vody na mělkou vodu. (On the periodic wave transformation during the transition from deep to shallow water.) Vodohospodársky časopis, (J. for Hydrol. and Hydromech.), vol. 24, No. 6, pp. 592-611.Search in Google Scholar

KRATOCHVIL S., 1980: Účinek vlnobití na svislou a šikmou stěnu. (Effect of wave motion on a vertical and oblique wall.) Vodohospodársky časopis, (J. for Hydrol. and Hydromech.), vol. 28, No. 5, pp. 472-502.Search in Google Scholar

LORKE S., BRÜNING A., BORNSCHEIN A., GILLI S., KRÜGER N., SCHÜTTRUMPF H., POHL R., SPANO M., WERK S., 2010a: Influence of wind and current on wave run-up and wave overtopping. Report, Aachen, Dresden, Brno and Braunschweig, April 2010.10.9753/icce.v32.structures.13Search in Google Scholar

LORKE S., BRÜNING A., VAN DER MEER J., SCHÜTTRUMPF H., BORNSCHEIN A., GILLI S., POHL R., SPANO M., ŘÍHA J., WERK S., SCHLÜTTER F., 2010b: On the effect of current on wave run-up and wave overtopping. Proc. of 32nd Conference on Coastal Engineering, Shanghai, China, 2010. ISSN: 2156-1028.10.9753/icce.v32.structures.13Search in Google Scholar

PARILKOVA J., RIHA J., ZACHOVAL Z., 2012: THE influence of roughness on the discharge coefficient of a brodad-crested weir. J. Hydrol. Hydromech., vol. 60, No. 2, 101-114.10.2478/v10098-012-0009-0Search in Google Scholar

SCHÜTTRUMPF H., VAN GENT M. R. A., 2003: Wave overtopping at seadikes. ASCE, Proc. Coastal Structures 2003, Portland, USA, pp. 431-443.10.1061/40733(147)36Search in Google Scholar

VAN DER MEER J. W., TÖNJES P., DE WAAL J., 1998: A code for dike height design and examination. Proceedings Int. Conf. on Coastlines, Structures and Breakwaters. (Ed. N. W. H. Allsop) Thomas Telford. London.10.1680/csab.26681.0002Search in Google Scholar

WARD D. L., ZHANG J., WIBNER C., CINOTTO C. M. 1996: Wind effects on run-up and overtopping of coastal structures. Proc. 25^th Int. Conf. on Coastal Engineering. Orlando, pp. 2206-2215.Search in Google Scholar

WASSING F., 1957: Model investigations on wave run-up carried out in the Netherlands during the past twenty years. Proc. 6^th Ing. Conference on Coastal Engineering. Gainesville, pp. 700-714.Search in Google Scholar

YAMASHIRO M. YOSHIDA A., HASHIMOTO H., IRIE I., 2006: Conversion ratio of wind velocity from prototype to experimental model on wave overtopping. Proc. 30^th Int. Conf. on Coastal Engineering. San Diego. California, pp. 4753-4765.Search in Google Scholar