TY  - JOUR
A1  - Bung, Daniel Bernhard
A1  - Erpicum, Sébastien
A1  - Tullis, Blanke P.
T1  - Advances in hydraulic structures engineering
JF  - Journal of Hydraulic Engineering
Y1  - 2020
U6  - http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001851
SN  - 0733-9429 (Druckausgabe)
SN  - 1943-7900 (Online-Ausgabe)
VL  - 147
IS  - 1
PB  - ASCE
CY  - Reston, Va.
ER  - 
TY  - JOUR
A1  - von Häfen, Hajo
A1  - Krautwald, Clemens
A1  - Stolle, Jacob
A1  - Bung, Daniel Bernhard
A1  - Goseberg, Nils
T1  - Overland flow of broken solitary waves over a two-dimensional coastal plane
JF  - Coastal Engineering
N2  - Landslides, rock falls or related subaerial and subaqueous mass slides can generate devastating impulse waves in adjacent waterbodies. Such waves can occur in lakes and fjords, or due to glacier calving in bays or at steep ocean coastlines. Infrastructure and residential houses along coastlines of those waterbodies are often situated on low elevation terrain, and are potentially at risk from inundation. Impulse waves, running up a uniform slope and generating an overland flow over an initially dry adjacent horizontal plane, represent a frequently found scenario, which needs to be better understood for disaster planning and mitigation. This study presents a novel set of large-scale flume test focusing on solitary waves propagating over a 1:14.5 slope and breaking onto a horizontal section. Examining the characteristics of overland flow, this study gives, for the first time, insight into the fundamental process of overland flow of a broken solitary wave: its shape and celerity, as well as its momentum when wave breaking has taken place beforehand.
KW  - Landslide tsunamis
KW  - Hazard assessment
KW  - Large scale tests
KW  - Overland flow
KW  - Solitary waves
Y1  - 2022
U6  - http://dx.doi.org/10.1016/j.coastaleng.2022.104125
SN  - 1872-7379
VL  - 175
IS  - August
PB  - Elsevier
CY  - Amsterdam
ER  -