Technical Papers
Mar 19, 2019

Berm Effects on the Probability Distribution of Individual Wave Overtopping Discharge over a Low-Crested Sea Dike

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 145, Issue 4

Abstract

Existing studies on the distribution of individual wave overtopping over sea dikes have not taken the effects of the berm into consideration. In this study, a series of physical experiments have been conducted on smooth sea dikes with intermediate berm and low-crested slopes, aiming to gain the knowledge of the berm effects on the probability of wave overtopping Pow and the probability distribution of individual wave overtopping (characterized by a shape factor b and a scale factor a, which are related to the probability of wave overtopping Pow). Two prediction equations have been derived based on the new experiment data to account for the reduction effects of the berm on the parameters Pow and b. In both equations, the relative berm length appears to be more effective in reducing the two parameters in contrast to the relative water depth on the berm, and both parameters decrease with an increase in the relative berm length and a decrease in the relative water depth on the berm in an exponential manner. The equations give an insight into the influence of the berm on the probability distribution of individual wave overtopping and provide good predictions of the berm effects.

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Acknowledgments

This study is partially supported by China Special Fund for Meteorological Research in the Public Interest (GYHY201306055) and National Science Foundation of China (51279134). A special thanks to Gangfeng Ma from Old Dominion University for assisting us in improving the language. The authors also thank the valuable comments by the editor and two anonymous reviewers for us to revise the manuscript.

References

Battjes, J. A., and H. W. Groenendijk. 2000. “Wave height distributions on shallow foreshores.” Coastal Eng. 40 (3): 161–182. https://doi.org/10.1016/S0378-3839(00)00007-7.
Besley, P. 1999. Overtopping of seawalls-design and assessment manual. R&D Technical Rep. No. W178. Bristol, UK: Environment Agency.
Briggs, M. J. 2013. Basics of physical modeling in coastal and hydraulic engineering. ERDC/CHL CHETN-XIII-3. Vicksburg, MS: US Army Engineer Research and Development Center.
Bruce, T., J. W. Van der Meer, L. Franco, and J. M. Pearson. 2009. “Overtopping performance of different armour units for rubble mound breakwaters.” Coastal Eng. 56 (2): 166–179. https://doi.org/10.1016/j.coastaleng.2008.03.015.
EurOtop. 2007. European manual for the assessment of wave overtopping. Edited by T. Pullen, N. W. H. Allsop, T. Bruce, A. Kortenhaus, H. Schüttrumpf, and J. W. Van der Meer. Wallingford, UK: HR Wallingford.
EurOtop. 2016. Manual on wave overtopping of sea defences and related structures. An overtopping manual largely based on European research, but for worldwide application. 2nd ed. Edited by N. W. H. Allsop, T. Bruce, J. DeRouck, A. Kortenhaus, T. Pullen, H. Schüttrumpf, P. Troch, J. W. Van der Meer, and B. Zanuttigh. Wallingford, UK: HR Wallingford.
Franco, L., M. de Gerloni, and J. Van der Meer. 1994. “Wave overtopping on vertical and composite breakwaters.” In Proc., 24th Int. Conf. on Coastal Engineering, 1030–1044. New York: ASCE.
Goda, Y., and T. Suzuki. 1976. “Estimation of incident and reflected waves in random wave experiments.” In Proc., 15th Int. Conf. on Coastal Engineering, 828–845. Honolulu: ASCE.
Hughes, S. A., and N. C. Nadal. 2009. “Laboratory study of combined wave overtopping and storm surge overflow of a levee.” Coastal Eng. 56 (3): 244–259. https://doi.org/10.1016/j.coastaleng.2008.09.005.
Hughes, S. A., C. I. Thornton, J. W. Van der Meer, and B. N. Scholl. 2012. “Improvements in describing wave overtopping processes.” Coastal Eng. Proc. 1 (33): 35. https://doi.org/10.9753/icce.v33.waves.35.
Lykke Andersen, T., H. F. Burcharth, and X. Gironella. 2011. “Comparison of new large and small scale overtopping tests for rubble mound breakwaters.” Coastal Eng. 58 (4): 351–373. https://doi.org/10.1016/j.coastaleng.2010.12.004.
Nørgaard, J. Q. H., T. L. Andersen, and H. F. Burcharth. 2014. “Distribution of individual wave overtopping volumes in shallow water wave conditions.” Coastal Eng. 83 (83): 15–23. https://doi.org/10.1016/j.coastaleng.2013.09.003.
Okamoto, T., and D. R. Basco. 2006. “The Relative Trough Froude Number for initiation of wave breaking: Theory, experiments and numerical model confirmation.” Coastal Eng. 53 (8): 675–690. https://doi.org/10.1016/j.coastaleng.2006.02.001.
Pan, Y., C. P. Kuang, L. Li, and F. Amini. 2015. “Full-scale laboratory study on distribution of individual wave overtopping volumes over a levee under negative freeboard.” Coastal Eng. 97 (Mar): 11–20. https://doi.org/10.1016/j.coastaleng.2014.12.007.
Pan, Y., L. Li, F. Amini, C. Kuang, and Y. Chen. 2016. “New understanding on the distribution of individual wave overtopping volumes over a levee under negative freeboard.” J. Coastal Res. 75 (1): 1207–1211. https://doi.org/10.2112/SI75-242.1.
Pillai, K., A. Etemad-Shahidi, and C. Lemckert. 2017. “Wave overtopping at berm breakwaters: Experimental study and development of prediction formula.” Coastal Eng. 130 (Dec): 85–102. https://doi.org/10.1016/j.coastaleng.2017.10.004.
Van der Meer, J. W., and J. P. F. M. Janssen. 1994. Wave run-up and wave overtopping at dikes and revetments. Delft, Netherlands: Delft Hydraulics.
Van Doorslaer, K., D. R. Julien, and S. Audenaert. 2015. “Crest modifications to reduce wave overtopping of non-breaking waves over a smooth dike slope.” Coastal Eng. 101: 69–88. https://doi.org/10.1016/j.coastaleng.2015.02.004.
Verhaeghe, H. 2005. “Neural network prediction of wave overtopping at coastal structure.” Ph.D. dissertation, Dept. of Civil Engineering, Ghent Univ.
Victor, L., and P. Troch. 2010. “Development of a test set-up to measure large wave-by-wave overtopping masses.” In Proc., 3rd Int. Conf. on the Applications of Physical Modelling to Port and Coastal Protection, 209–210. Barcelona, Spain: UGent.
Victor, L., J. W. Van der Meer, and P. Troch. 2012. “Probability distribution of individual wave overtopping volumes for smooth impermeable steep slopes with low crest freeboards.” Coastal Eng. 64 (Jun): 87–101. https://doi.org/10.1016/j.coastaleng.2012.01.003.
Zanuttigh, B., J. W. Van der Meer, T. Bruce, and S. Hughes, 2013. “Statistical characterization of extreme overtopping wave volumes.” In Proc., ICE, Coasts, Marine Structures and Breakwaters 2013, Edinburgh, UK: ICE Publishing.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 145Issue 4July 2019

History

Received: Jul 21, 2017
Accepted: Sep 26, 2018
Published online: Mar 19, 2019
Published in print: Jul 1, 2019
Discussion open until: Aug 19, 2019

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Authors

Affiliations

Quanhe Ju
Ph.D. Research Associate, Dept. of Hydraulic Engineering, Tongji Univ., No. 1239 Siping Rd., Shanghai 200092, China.
Shuguang Liu [email protected]
Professor, Dept. of Hydraulic Engineering, Tongji Univ., No. 1239 Siping Rd., Shanghai 200092, China (corresponding author). Email: [email protected]
Wenrui Huang
Professor, FAMU-FSU College of Engineering, Florida State Univ., Tallahassee, FL 32310; Adjunct Professor, Tongji Univ., No. 1239 Siping Rd., Shanghai 200092, China.
Guihui Zhong
Associate Professor, Dept. of Hydraulic Engineering, Tongji Univ., No. 1239 Siping Rd, Shanghai 200092, China.

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