Stability and Wave Transmission at Low‐Crested Rubble‐Mound Structures
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 120, Issue 1
Abstract
Low‐crested structures can be classified in three categories: dynamically stable reef breakwaters, statically stable low‐crested structures with their crest above still‐water level (SWL), and statically stable submerged structures. This paper presents practical design formulas and graphs with respect to the stability for each of the three classes. In addition, formulas were developed to predict wave transmission over low‐crested rubble mound structures, taking into account the crest height and width, wave height and wave steepness. Most available data sets of various investigations from all over the world were reanalyzed in order to produce the design formulas. The reliability of each formula is described.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Ahrens, J. P. (1987). “Characteristics of reef breakwaters.” Technical Rep. CERC‐87‐17, Coast. Engrg. Res. Ctr., Vicksburg, Miss.
2.
Ahrens, J. P. (1989). “Stability of reef breakwaters.” J. Wtwy., Port, Coastal and Oc. Engrg., ASCE, 115(2), 221–234.
3.
Allsop, N. W. H. (1983). “Low‐crest breakwaters, studies in random waves.” Proc. of Coastal Structures '83, ASCE, New York, N.Y.
4.
Daemen, I. F. R. (1991). “Wave transmission at low‐crested breakwaters,” MS thesis, Delft Univ. of Technol., Delft, The Netherlands.
5.
Daemrich, K. F., and Kahle, W. (1985). Schutzwirkung von Unterwasserwellenbrechern unter dem einfluss unregelmässiger Seegangswellen. Eigenverlag des Franzius‐Instituts für Wasserbau und Küsteningenieurwesen, Heft 61, Hanover, Germany (in German).
6.
Givler, L. D., and Sørensen, R. M. (1986). “An investigation of the stability of submerged homogeneous rubble‐mound structures under wave attack.” Report #IHL‐110‐86, Lehigh Univ., H.R. IMBT Hydraulics, Lehigh, Pa.
7.
Hearn, J. K. (1987). “An analysis of stability of a wave field modification due to low‐crested, sacrificial breakwaters,” MS thesis, Univ. of Florida, Gainesville, Fla.
8.
Madsen, O. S., and White, S. M. (1976). “Reflection and transmission characteristics of porous rubble‐mound breakwaters.” MR 76‐5, U.S. Army Corps of Engrs., Coast. Engrg. Res. Ctr., Fort Belvoir, Va.
9.
Powell, K. A., and Allsop, N. W. H. (1985). “Low‐crest breakwaters, hydraulic performance and stability.” Report SR 57, Hydraulics Research, Wallingford, England.
10.
Seelig, W. N. (1980). “Two‐dimensional tests of wave transmission and reflection characteristics of laboratory breakwaters.” Technical report no. 80‐1, Wtwys. Experiment Station, Coast. Engrg. Res. Ctr., Vicksburg, Miss.
11.
Van der Meer, J. W. (1987). “Stability of breakwater armour layers—design formulae.” J. of Coastal Eng., 11(3), 219–239.
12.
Van der Meer, J. W. (1988). “Rock slopes and gravel beaches under wave attack.” PhD thesis, Delft Univ. of Technol., Delft, The Netherlands.
13.
Van der Meer, J. W. (1990a). “Low‐crested and reef breakwaters.” Delft hydraulics report H 986, Delft Hydraulics, Marknesse, The Netherlands.
14.
Van der Meer, J. W. (1990b). “Data on wave transmission due to overtopping.” Delft hydraulics report H 986, Delft Hydraulics, Marknesse, The Netherlands.
15.
Van der Meer, J. W., and Pilarczyk, K. W. (1990). “Stability of low‐crested and reef breakwaters.” Proc. 22th ICCE, ASCE, New York, N.Y.
16.
Van der Meer, J. W., and d'Angremond, K. (1991). “Wave transmission at low‐crested structures.” In: Coastal structures and breakwaters, Thomas Telford, London, England, 25–42.
Information & Authors
Information
Published In
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Received: Feb 17, 1993
Published online: Jan 1, 1994
Published in print: Jan 1994
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.