@inproceedings{dc4a77989c864111a78cb1afe8a88046,
title = "Wave overtopping of rubble mound breakwaters with crest elements",
abstract = "Crown walls or superstructures on top of permeable breakwaters are often used as a measure in existing structures to counteract insufficient design protection against overtopping. These crest elements, generally located well above the design water level, have been found to effectively decrease the mean overtopping discharge over a dike or rubble mound structure. The current study focusses at investigating the reduction in overtopping which can be expected from crest elements on a permeable breakwater.",
author = "Coeveld, {E. M.} and Busnelli, {M. M.} and {Van Gent}, {M. R.A.} and G. Wolters",
year = "2007",
doi = "10.1142/9789812709554_0385",
language = "English",
isbn = "9789812706362",
series = "Proceedings of the Coastal Engineering Conference",
publisher = "American Society of Civil Engineers (ASCE)",
pages = "4592--4604",
booktitle = "Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006",
address = "United States",
note = "30th International Conference on Coastal Engineering, ICCE 2006, ICCE 2006 ; Conference date: 03-09-2006 Through 08-09-2006",
}