Correction:Stability of rubble mound breakwaters-a study of the notional permeability factor, based on physical model tests [Water, 11, (2019) (934)] DOI: 10.3390/w11050934

Autor: Eldrup, Mads Røge, Andersen, Thomas Lykke, Burcharth, Hans Falk

Publikováno v: Eldrup, M R, Andersen, T L & Burcharth, H F 2019, ' Correction : Stability of rubble mound breakwaters-a study of the notional permeability factor, based on physical model tests [Water, 11, (2019) (934)] DOI: 10.3390/w11050934 ', Water (Switzerland), vol. 11, no. 12, 2483 . https://doi.org/10.3390/w11122483

The authors wish to make the following corrections to this paper [1]: Replace Equation (6) k = ∑Ni=10.79-0.79 exp (-4.1Dn50,i/Dn50, A)[exp(-0.62z1)-exp(-0.62z2)/0.62] with: k = (∑Ni=10.79-0.79 exp (-4.1Dn50,i/Dn50, A))[exp(-0.62z1)-exp(-0.62z2)/0

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https://vbn.aau.dk/da/publications/f786c075-07fa-45ee-a343-563fadcd9b7f

Overtopping on Breakwaters with a Permeable Crest

Autor: Eldrup, Mads Røge, Andersen, Thomas Lykke, Thomsen, Jonas Bjerg, Burcharth, Hans Falk

Publikováno v: Eldrup, M R, Andersen, T L, Thomsen, J B & Burcharth, H F 2018, Overtopping on Breakwaters with a Permeable Crest . in Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018 . Coastal Engineering Research Council, Proceedings of the International Conference on Coastal Engineering, no. 36, Coastal Engineering 2018, Baltimore, Maryland, United States, 30/07/2018 . https://doi.org/10.9753/icce.v36.papers.17

In model tests, the wave overtopping discharge is typically measured at the rear corner of the armour crest. So far, all overtopping formulae have been calibrated to predict this specific overtopping discharge. The EurOtop Manual however proposed a f

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https://vbn.aau.dk/ws/files/301446856/Overtopping_on_Breakwaters_with_a_Permeable_Crest.pdf

Undersøgelse af udviklingen i maksimale vandstande i den østligste del af Limfjorden Aalborg – Hals

Autor: Burcharth, Hans Falk, Røge, Mads Sønderstrup

Publikováno v: Burcharth, H F & Røge, M S 2015, Undersøgelse af udviklingen i maksimale vandstande i den østligste del af Limfjorden Aalborg – Hals . DCE Technical reports, nr. 198, Aalborg Universitet, Institut for Byggeri og Anlæg, Aalborg .

Udviklingen i maksimalvandstande i den veslige del af Limfjorden har påkaldt sig stor interesse i forbindelse med diskussionen om stigende oversvømmelsesfrekvens relateret til en eventuel klimaændring.Formålet med nærværende undersøgelse er at

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https://vbn.aau.dk/da/publications/0698c3ba-5028-4bfb-85b6-9d5abb83a877

Temperature Development during Hardening of Large Concrete Cubes

Autor: Sørensen, Eigil V., Burcharth, Hans Falk

Publikováno v: Sørensen, E V & Burcharth, H F 2008, Temperature Development during Hardening of Large Concrete Cubes . DCE Contract Reports, no. 42, Department of Civil Engineering, Aalborg University, Aalborg .

The purpose ofthe project is to verify ifthermal cracking will occur in large unreinforced concrete cubes due to large temperature differences during hardening o f the concrete. The first part o f the project is to numerically simulate the temperatur

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https://vbn.aau.dk/da/publications/eaeb3c12-0780-43e7-ba5e-b9591f04e6fa

Overtopping And Rear Slope Stabillity Of Reshaping Breakwaters

Autor: Burcharth, Hans Falk, Lykke Andersen, Thomas

Publikováno v: Burcharth, H F & Lykke Andersen, T 2003, Overtopping And Rear Slope Stabillity Of Reshaping Breakwaters . in Sixth International Conference on Coastal & Port Engineering in Developing Countries . Lanka Hydraulic Institute, Sixth International Conference on Coastal & Port Engineering in Developing Countries, Colombo, Sri Lanka, 15/09/2003 .

An experimental study of overtopping and rear slope stability of reshaping breakwaters has been carried out. The variation of those two parameters with crest width, crest freeboard and sea state was investigated. The tests showed that the variation i

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https://vbn.aau.dk/da/publications/3f933530-a86b-11da-8341-000ea68e967b