Dr.-Ing. Nils Kerpen
Dr.-Ing. Nils Kerpen
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Nienburger Straße 5
30167 Hannover
30167 Hannover
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Dr.-Ing. Nils Kerpen
Zeige Ergebnisse 21 - 30 von 39
2020
Lemos, R., Peña, E., Santos, J., Sande, J., Figuero, A., Alvarellos, A., Laiño, E., Reis, M. T., Fortes, C. J., Kerpen, N. B., & Coelho, R. (2020). 3D surveynmodelling for damage assessment in rubble-mound breakwaters under oblique wave incidence. Italian Journal of Engineering Geology and Environment, 20(1), 73-85. https://doi.org/10.4408/IJEGE.2020-01.S-09
2019
Kerpen, N. B., Schoonees, T., & Schlurmann, T. (2019). Wave Overtopping of Stepped Revetments. Water (Switzerland), 11(5), Artikel 1035. https://doi.org/10.3390/w11051035, https://doi.org/10.15488/5074
Santos, J. A., Pedro, F., Coimbra, M., Figuero, A., Fortes, C. J., Sande, J., Körner, M., Lemos, R., Bornschein, A., Weimper, J., Van Den Bos, J., Dost, B., Hofland, B., Carvalho, R. F., Alvarellos, A., Peña, E., Pohl, R., Kerpen, N., & Reis, M. T. (2019). 3-D scale model study of wave run-up, overtopping and damage in a rubble-mound breakwater subject to oblique extreme wave conditions. Defect and Diffusion Forum, 396, 32-41. https://doi.org/10.4028/www.scientific.net/ddf.396.32
Subramaniam, S. P., Scheres, B., Schilling, M., Liebisch, S., Kerpen, N. B., Schlurmann, T., Altomare, C., & Schüttrumpf, H. (2019). Influence of Convex and Concave Curvatures in a Coastal Dike Line on Wave Run-up. Water (Switzerland), 11(7), Artikel 1333. https://doi.org/10.3390/w11071333, https://doi.org/10.15488/5226
2018
de Souza e Silva, M. G., Kerpen, N. B., Rosman, P. C. C., Schlurmann, T., & Neves, C. F. (2018). Finding bichromatic-bidirectional waves with ADVs. In P. Lynett (Hrsg.), Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018 (Coastal Engineering Proceedings; Band 36). International Conference on Coastal Engineering (ICCE). https://doi.org/10.9753/icce.v36.papers.33, https://doi.org/10.15488/10493
Kerpen, N. B., Schoonees, T., & Schlurmann, T. (2018). Wave Impact Pressures on Stepped Revetments. Journal of Marine Science and Engineering, 6(4), Artikel 156. https://doi.org/10.3390/jmse6040156, https://doi.org/10.15488/4302
Schoonees, T., Kerpen, N. B., Liebisch, S., & Schlurmann, T. (2018). Wave overtopping prediction of a gentle sloped stepped revetment. In P. Lynett (Hrsg.), Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018 (Coastal Engineering Proceedings; Nr. 36). International Conference on Coastal Engineering (ICCE). https://doi.org/10.9753/icce.v36.papers.99
2017
Kerpen, N. B., Bung, D. B., Valero, D., & Schlurmann, T. (2017). Energy dissipation within the wave run-up at stepped revetments. Journal of Ocean University of China, 16(4), 649-654. https://doi.org/10.1007/s11802-017-3355-z, https://doi.org/10.1007/s11802-017-3355-z
Kerpen, N. (2017). Wave-induced responses of stepped revetments. [Dissertation, Gottfried Wilhelm Leibniz Universität Hannover]. https://doi.org/10.15488/9005
2016
Kerpen, N., & Schlurmann, T. (2016). Stepped Revetments - Revisited. Beitrag in 6th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science, Ottawa, Ontario, Kanada. https://doi.org/10.5281/zenodo.4028357
