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pro vyhledávání: '"notional permeability factor"'
Akademický článek
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Publikováno v:
Eldrup, M R, Andersen, T L & Burcharth, H F 2019, ' Stability of Rubble Mound Breakwaters—A Study of the Notional Permeability Factor, Based on Physical Model Tests ', Water, vol. 11, no. 5, 934 . https://doi.org/10.3390/w11050934
Water, Vol 11, Iss 5, p 934 (2019)
Water
Volume 11
Issue 5
Water, Vol 11, Iss 5, p 934 (2019)
Water
Volume 11
Issue 5
The Van der Meer formulae for quarry rock armor stability are commonly used in breakwater design. The formulae describe the stability as a function of the wave characteristics, number of waves, front slope angle and rock material properties. The latt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c12283a42eaaa8b21ce8197fc09d4a5
https://vbn.aau.dk/da/publications/47ac8d16-4d71-42d0-b212-388b52fbdfb5
https://vbn.aau.dk/da/publications/47ac8d16-4d71-42d0-b212-388b52fbdfb5
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::3e1673338a2399cafaa81725ed8e453f
https://vbn.aau.dk/da/publications/f786c075-07fa-45ee-a343-563fadcd9b7f
https://vbn.aau.dk/da/publications/f786c075-07fa-45ee-a343-563fadcd9b7f
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
https://doi.org/10.3390/w11122483
Akademický článek
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Autor:
Eldrup, Mads Røge
Publikováno v:
Eldrup, M R 2019, Wave Overtopping and Stability Performance of Rubble Mound Breakwaters Exposed to Shallow Water Waves . Ph.d.-serien for Det Ingeniør-og Naturvidenskabelige Fakultet, Aalborg Universitet, Aalborg Universitetsforlag . https://doi.org/10.54337/aau310867381
Today, rubble mound breakwaters are used mainly for coastal protection or construction of harbour basins. For these structures, the typical wave conditions are breaking waves on shallow water. However, the typical design tools are mainly based on phy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::043e04b85f3a45469c080a181e9b3945
https://vbn.aau.dk/ws/files/310867381/PHD_Mads_Roege_Eldrup_E_pdf.pdf
https://vbn.aau.dk/ws/files/310867381/PHD_Mads_Roege_Eldrup_E_pdf.pdf
Publikováno v:
Water (20734441); Dec2019, Vol. 11 Issue 12, p2483, 1p
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Proceedings of the Institution of Civil Engineers: Maritime Engineering; Mar2022, Vol. 175 Issue 1, p14-29, 16p