Journal of Waterway, Port, Coastal, and Ocean Engineering

Journal: Journal of Waterway, Port, Coastal, and Ocean Engineering

Abbreviation

J. Waterw. Port Coast. Ocean Eng.

Publisher

American Society of Civil Engineers

ISSN

0733-950X
1943-5460

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Publications 1 - 8 of 8

Scale Effects of Impulse Wave Run-Up and Run-Over
Fuchs, Helge; Hager, Willi H. (2012)
Journal of Waterway, Port, Coastal, and Ocean Engineering
Impulse Product Parameter in Landslide Generated Impulse Waves
Heller, Valentin; Hager, Willi H. (2010)
Journal of Waterway, Port, Coastal, and Ocean Engineering
Spatial Impulse Wave Generation and Propagation
Evers, Frederic M.; Hager, Willi H.; Boes, Robert (2019)
Journal of Waterway, Port, Coastal, and Ocean Engineering
Near field characteristics of landslide generated impulse waves
Fritz, Hermann M.; Hager, Willi H.; Minor, Hans-Erwin (2004)
Journal of Waterway, Port, Coastal, and Ocean Engineering
Erratum for “Underwater Landslide Characteristics from 2D Laboratory Modeling” by Helge Fuchs, Elias Winz, and Willi H. Hager
Fuchs, Helge; Winz, Elias; Hager, Willi H. (2014)
Journal of Waterway, Port, Coastal, and Ocean Engineering
Plane Impulse Waves in Reservoirs
Zweifel, Andreas; Hager, Willi H.; Minor, Hans-Erwin (2006)
Journal of Waterway, Port, Coastal, and Ocean Engineering
Solitary Impulse Wave Transformation to Overland Flow
Fuchs, Helge; Hager, Willi H. (2015)
Journal of Waterway, Port, Coastal, and Ocean Engineering
Underwater Landslide Characteristics from 2D Laboratory Modeling
Fuchs, Helge; Winz, Elias; Hager, Willi H. (2013)
Journal of Waterway, Port, Coastal, and Ocean Engineering
Landslide-generated impulse waves are considered a severe danger for humans and infrastructure. Design formulas following intensive laboratory research allow for a quick assessment of potential slide-event wave features. Unfortunately, prototype data are rare except for underwater slide deposits often corresponding to the only traces of a past event. If past events could be back-analyzed based on in situ scanned underwater slide deposits, the existing assessment approaches could be supported. Video recordings of 41 slide-generated impulse wave tests in a two-dimensional (2D) wave channel were analyzed regarding the underwater slide dynamics and their final deposition patterns. The underwater slide propagation process is described for three specifically selected tests. Correlation equations are presented for underwater slide front propagation and velocity, which are also useful for numerical modeling purposes. In addition, correlation equations are given for slide deposit features, including length and thickness, allowing for their estimation based on initial slide parameters.

Publications 1 - 8 of 8

Journal: Journal of Waterway, Port, Coastal, and Ocean Engineering

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