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

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

By: Jaromir Riha and  Miroslav Spano  
Open Access
|Aug 2012

References

  1. APSLEY D., 2004: Topic T3: Dimensional analysis, Lectures on Hydraulics 2. The University of Manchester, Manchester, UK, 2004.
  2. CSN 75 0255, 1987: Calculation of wave effect on water structures (Czech national standard). Edited in 1987.
  3. 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.com
  4. 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.1930.15071
  5. GONZALEZ-ESCRIVA J. A., 2006: The role of wind in wave run-up and overtopping of coastal structures. Proc. 30th Int. Conf. on Coastal Engineering. San Diego.
  6. 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/v10098-012-0008-1
  7. 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.
  8. 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.
  9. 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.
  10. 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.
  11. 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.
  12. 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.
  13. 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.
  14. 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.13
  15. 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.13
  16. 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/v10098-012-0009-0
  17. 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)36
  18. 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.26681.0002
  19. WARD D. L., ZHANG J., WIBNER C., CINOTTO C. M. 1996: Wind effects on run-up and overtopping of coastal structures. Proc. 25th Int. Conf. on Coastal Engineering. Orlando, pp. 2206-2215.
  20. WASSING F., 1957: Model investigations on wave run-up carried out in the Netherlands during the past twenty years. Proc. 6th Ing. Conference on Coastal Engineering. Gainesville, pp. 700-714.
  21. YAMASHIRO M. YOSHIDA A., HASHIMOTO H., IRIE I., 2006: Conversion ratio of wind velocity from prototype to experimental model on wave overtopping. Proc. 30th Int. Conf. on Coastal Engineering. San Diego. California, pp. 4753-4765.
DOI: https://doi.org/10.2478/v10098-012-0015-2 | Journal eISSN: 1338-4333 | Journal ISSN: 0042-790X
Language: English
Page range: 174 - 184
Published on: Aug 30, 2012
Published by: Slovak Academy of Sciences, Institute of Hydrology; Institute of Hydrodynamics, Czech Academy of Sciences, Prague
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2012 Jaromir Riha, Miroslav Spano, published by Slovak Academy of Sciences, Institute of Hydrology; Institute of Hydrodynamics, Czech Academy of Sciences, Prague
This work is licensed under the Creative Commons License.

Volume 60 (2012): Issue 3 (September 2012)