InstitutTeamkerpen
Publikationsliste

Dr.-Ing. Nils Kerpen

Dr.-Ing. Nils Kerpen
Adresse
Nienburger Straße 5
30167 Hannover
Gebäude
Raum
102
Dr.-Ing. Nils Kerpen
Adresse
Nienburger Straße 5
30167 Hannover
Gebäude
Raum
102

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2021


Paul, M., & Kerpen, N. B. (2021). Erosion protection by winter state of salt marsh vegetation. Journal of Ecohydraulics. doi.org/10.1080/24705357.2021.1938252

Schoonees, T., Kerpen, N. B., & Schlurmann, T. (2021). Full-scale experimental study on wave overtopping at stepped revetments. Coastal engineering, 167, [103887]. doi.org/10.1016/j.coastaleng.2021.103887

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), [104045]. doi.org/10.1016/j.coastaleng.2021.104045


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. Proceedings of the Coastal Engineering Conference, 36(2020).

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), [63]. doi.org/10.3390/JMSE8020063, 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(7:590565), [590565]. doi.org/10.3389/fmars.2020.590565, 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 SURVEY MODELLING FOR DAMAGE ASSESSMENT IN RUBBLE-MOUND BREAKWATERS UNDER OBLIQUE WAVE INCIDENCE. Italian Journal of Engineering Geology and Environment, 20(1), 73-85. 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), [1035]. doi.org/10.3390/w11051035

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. B., & 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. 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), [1333]. doi.org/10.3390/w11071333