Zobrazeno 1 - 10 of 555 pro vyhledávání: '"F Burcharth"'
1
Stability of Rubble Mound Breakwaters—A Study of the Notional Permeability Factor, Based on Physical Model Tests
Autor: Thomas Lykke Andersen, Mads Røge Eldrup, Hans F. Burcharth
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
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
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2
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
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3
Distribution of individual wave overtopping volumes in shallow water wave conditions
Autor: Thomas Lykke Andersen, Hans F. Burcharth, Jørgen Harck Nørgaard
Publikováno v: Coastal Engineering. 83:15-23
This paper contributes to a better knowledge on the distribution of individual wave overtopping volumes in shallow-water wave conditions. Results from new two-dimensional physical model tests on typical rubble-mound breakwater geometries indicate tha
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::a9837d1e627744894e706023592894bb
https://doi.org/10.1016/j.coastaleng.2013.09.003
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5
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
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6
Stability of cube armoured roundheads exposed to long crested and short crested waves
Autor: Enrique Maciñeira, Hans F. Burcharth
Publikováno v: Maciñeira, E G & Burcharth, H F 2016, ' Stability of cube armoured roundheads exposed to long crested and short crested waves ', Coastal Engineering, vol. 112, pp. 99-112 . https://doi.org/10.1016/j.coastaleng.2016.03.002
The paper presents an update of the stability formulae by Macineira and Burcharth (2007) for cube armoured roundheads exposed to long- and short-crested waves. Reanalysis of former model test results and supplementary new model tests leads to a more
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::950f31be4c61172d91ee28d0c226ca29
https://vbn.aau.dk/da/publications/4125d290-98f2-4ab7-a288-84e63f29b658
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7
OVERTOPPING ON BREAKWATERS WITH A PERMEABLE CREST
Autor: Jonas Bjerg Thomsen, Mads Røge Eldrup, Thomas Lykke Andersen, Hans F. Burcharth
Publikováno v: Coastal Engineering Proceedings. :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
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::93ea4411ea66060cc71b0016bce68caa
https://doi.org/10.9753/icce.v36.papers.17
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8
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
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9
A phase II study of the vitamin D analogue Seocalcitol in patients with inoperable hepatocellular carcinoma
Autor: F. Lofts, K J Hamberg, J Bach Hansen, J Dancey, Thomas J. Evans, T Skovsgaard, F Burcharth, William P. Steward, T Skov, S Erlinger, Kim Dalhoff, L Astrup, O Rosmorduc
Publikováno v: British Journal of Cancer
Hepatocellular carcinoma (HCC) is a common malignant tumour, which has a poor prognosis. Surgical resection can be curative but most patients are inoperable and most chemotherapy agents have minimal activity in this disease. Seocalcitol, a vitamin D
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::00e31abdac849c8c1460b2bb121912bc
https://doi.org/10.1038/sj.bjc.6601104
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10
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
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