Dr.-Ing. Nils Kerpen
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Dr.-Ing. Nils Kerpen
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Nienburger Straße 5
30167 Hannover
30167 Hannover
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Dr.-Ing. Nils Kerpen
Showing results 11 - 20 out of 35
2022
Schoonees, T., Kerpen, N. B., & Schlurmann, T. (2022). Full-scale experimental study on wave reflection and run-up at stepped revetments. Coastal engineering, 172(104045), Article 104045. https://doi.org/10.1016/j.coastaleng.2021.104045
Silva, M. G. D. S. E., Kerpen, N. B., Rosman, P. C. C., Neves, C. F., & Schlurmann, T. (2022). Directional Infragravity Waves Induced by Bichromatic and Bidirectional Waves: Theoretical Approach and Experimental Affirmation. Journal of Waterway, Port, Coastal, and Ocean Engineering, 148(5), Article 04022012. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000711
2021
Schoonees, T., Kerpen, N. B., & Schlurmann, T. (2021). Full-scale experimental study on wave overtopping at stepped revetments. Coastal engineering, 167, Article 103887. https://doi.org/10.1016/j.coastaleng.2021.103887
2020
Goseberg, N., von Häfen, H., Ballesteros, P., Kerpen, N. B., & Schlurmann, T. (2020). Arbitrary generation of very long, and tsunami-like waves using an optimzed pump-driven method. In P. Lynett (Ed.), Proceedings of virtual Conference on Coastal Engineering, 2020 (Vol. 36). (Proceedings of the Coastal Engineering Conference). https://doi.org/10.9753/icce.v36v.currents.17
Kerpen, N. B., Daemrich, K. F., Lojek, O., & Schlurmann, T. (2020). Effect of Variations in Water Level and Wave Steepness on the Robustness of Wave Overtopping Estimation. Journal of Marine Science and Engineering, 8(2), Article 63. https://doi.org/10.3390/JMSE8020063
Kerpen, N. B., Schlurmann, T., Schendel, A., Gundlach, J., Marquard, D., & Hüpgen, M. (2020). Wave-Induced Distribution of Microplastic in the Surf Zone. Frontiers in Marine Science, 7, Article 590565. https://doi.org/10.3389/fmars.2020.590565
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), Article 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), Article 1333. https://doi.org/10.3390/w11071333, https://doi.org/10.15488/5226