Discussion of “<i>Deterministic and Probabilistic Design of Breakwater Armor Layers</i>” by Jentsje W. van der Meer (January, 1988, Vol. 114, No. 1)

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https://doi.org/10.1061/(ASCE)0733-950X(1990)116:4(502)

Author: Per Bruun, Fellow, ASCEAuthor Affiliations

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering

Volume 116, Issue 4

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References

1.

Bruun, P. (1987). “Rock n' roll in mound structures.” J. Coastal Res., 3, 369–375.

2.

Bruun, P., et al. (1985). The design and construction of mounds for breakwaters and coastal protection. ELSEVIER.

3.

Burcharth, H. F. (1979). “The effect of wave grouping on on‐shore structures.” Coastal Engrg., 2, 189–200.

4.

Elgar, S., Gaza, R. T., and Seymour, R. J. (1984). “Groups of waves in shallow water.” J. Geophysical Res., 87(C3), 3623–3634.

5.

Gravesen, H., et al. (1974). “Model tests with directly reproduced nature wave trains.” Proc. 14th Conference on Coastal Engrg., ASCE, 1.

6.

Günbak, A. R. (1976). “The stability of rubble mound breakwaters in relation to wave breaking and run‐down characteristics and to

ξ = \tan α \sqrt{H / L_{0}}

” Report No. 1/76, Dept. Port and Ocean Engrg., Tech. Univ. of Norway, Trondheim.

7.

Günbak, A. R., and Merci, N. (1983). “Effect of wave period on the stability of rubble mound breakwaters.” Proc. 8th Int. Harbour Congress, Korninklijke Vlaamse Ingenieursvereniging, Royal Flemish Engineering Society.

8.

Johnson, R. R., et al. (1978). “Effects of wave grouping on breakwater stability.” Proc. 16th Conference on Coastal Engrg., ASCE, 1.

9.

Kjeldsen, S. P. (1983). “Determination of severe wave conditions for ocean systems in a 3‐dimensional irregular seaway.” VII Congress of Pan‐American Institute of Naval Engineering, 1.

10.

Kobayashi, N., and Jacobs, B. K. (1985). “Rip‐rap stability under wave action.” J. Wtrwy. Port, Coast., and Oc. Engrg. Div., ASCE, 111(3), 552–566.

11.

Kobayashi, N., and Otta, A. K. (1987). “Hydraulic stability analysis of armour units.” J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 113(2), 171–186.

12.

Kobayashi, N., Roy, I., and Otta, A. K. (1986). “Numerical simulation for wave run‐up and armor stability.” Proc. 18th Offshore Tech. Conference, Houston, Tex., 51–56.

13.

Myrhaug, D., and Kjeldsen, S. (1987). “Prediction of occurrences of steep and high waves in deep water.” J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 113(2), 122–133.

14.

Ploeg, J. and Johnson, R. R. (1979). “Effects of wave grouping on breakwater stability.” Proc. 16th Conference on Coastal Engrg., ASCE, 1.

15.

Sawaragi, T. and Iwata, K. (1983), “Considerations of the destruction mechanics of rubble mound breakwaters due to the resonance phenomenon.” Proc. 8th International Harbour Congress, Royal Flemish Engineering Society.