Optimum Safety Levels of Breakwaters

Autor: John Dalsgaard Sørensen, Hans F. Burcharth, Seung-Woo Kim

Publikováno v: Burcharth, H F, Sørensen, J D & Kim, S-W 2018, Optimum Safety Levels of Breakwaters . in Y C Kim (ed.), Handbook of Coastal and Ocean Engineering : Expanded Edition . vol. 2, World Scientific, pp. 313-371 . https://doi.org/10.1142/9789813204027_0013

Optimum safety levels for breakwaters corresponding to minimum lifetime costs are identified by life cycle cost optimization simulations. Safety levels for rock and cube armored rubble mound breakwaters, berm breakwaters, breakwaters armored with sin

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8b2429cbce66203385ad3c97832a9f4a
https://vbn.aau.dk/da/publications/2ff94ea8-75ea-4c33-8d81-cf588f7e716b

Correction: Eldrup, M.R., et al. Stability of Rubble Mound Breakwaters—A Study of the Notional Permeability Factor, based on Physical Model Tests. Water 2019, 11, 934

Autor: Thomas Lykke Andersen, Hans F. Burcharth, Mads Røge Eldrup

Publikováno v: Water. 11:2483

The authors wish to make the following corrections to this paper [...]

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b2b612af7e90a1b9a30927d099ea0887
https://doi.org/10.3390/w11122483

Analysis of overtopping flow on sea dikes in oblique and short-crested waves

Autor: Thomas Lykke Andersen, Jørgen Harck Nørgaard, Hans F. Burcharth, Gosse Jan Steendam

Publikováno v: Nørgaard, J H, Andersen, T L, Burcharth, H F & Steendam, G J 2013, ' Analysis of Overtopping Flow on Sea Dikes in Oblique and Short-Crested Waves ', Coastal Engineering, vol. 76, no. June 2013, pp. 43-54 . https://doi.org/10.1016/j.coastaleng.2013.01.012

Dike resilience against wave overtopping has gained more and more attention in recent years due to the effect of expected future climate changes. The overtopping flow velocities and flow depths on dikes have recently been studied in 2D small-scale ex

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::278fd98628f33dda4aa461274e91e2da
https://doi.org/10.1016/j.coastaleng.2013.01.012

A new formula for front slope recession of berm breakwaters

Autor: Hans F. Burcharth, T. Lykke Andersen

Publikováno v: Coastal Engineering. 57:359-374

The front slope stability of breakwaters with a homogeneous berm was studied in a large number of two dimensional model tests at Aalborg University, Denmark. The results are presented together with a new formula for prediction of the berm recession w

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::e5d90cc61ff0931c0ef3e991520bbe97
https://doi.org/10.1016/j.coastaleng.2009.10.017

Upgrade of Coastal Defence Structures Against Increased Loadings Caused by Climate Change:a first methodological approach

Autor: Thomas Lykke Andersen, Javier L. Lara, Hans F. Burcharth

Publikováno v: Burcharth, H F, Andersen, T L & Lara, J L 2014, ' Upgrade of Coastal Defence Structures Against Increased Loadings Caused by Climate Change : a first methodological approach ', Coastal Engineering, vol. 87, no. Special issue, pp. 112–121 . https://doi.org/10.1016/j.coastaleng.2013.12.006

The paper presents a design exercise of upgrading a typical rock armoured revetment by modifying the structure profile and adding structure elements. Several concepts of upgrading are examined. A sea level rise corresponding to the mean of the IPCC 2

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1fbe34a2a3dd15508448dd5bdd4b2810
https://vbn.aau.dk/da/publications/39dcb3d6-1d67-4d04-91a7-7057bb7cb8f2