Impulse product parameter in landslide generated impulse waves
Impulse product parameter in landslide generated impulse waves
Subaerial landslide generated impulse waves were investigated in a prismatic wave channel based on Froude similitude and granular slide material. The tests included the seven governing parameters still water depth, slide impact velocity, slide thickness, bulk slide volume, bulk slide density, slide impact angle, and grain diameter. All governing parameters, except for the grain diameter with a negligible effect, are included in the impulse product parameter P allowing for a simple application. Empirical equations based on 211 experiments for all relevant wave features in practice including the maximum wave height, the maximum wave amplitude with its location and period in the slide impact zone and both the wave height and amplitude decay and the period increase in the wave propagation zone are a simple function of P. The presented equations were validated with 223 runs of Fritz (2002) and Zweifel (2004) resulting in improved goodness of fit. The limitations of the herein derived empirical equations are also highlighted. The wave height and amplitude equations based on a wave channel (2D) agree well with the 1958 Lituya Bay case.
landslides, reservoirs, sliding, tsunamis, water waves, wave generation
Heller, Valentin
f99b2e6a-4f77-45bc-b742-20cd0de26b4f
Hager, Willi H.
bbcfbbe5-8584-4756-8898-7dbabd6fed66
Heller, Valentin
f99b2e6a-4f77-45bc-b742-20cd0de26b4f
Hager, Willi H.
bbcfbbe5-8584-4756-8898-7dbabd6fed66
Heller, Valentin and Hager, Willi H.
(2009)
Impulse product parameter in landslide generated impulse waves.
Journal of Waterway, Port, Coastal, and Ocean Engineering, 135 (5).
(doi:10.1061/(ASCE)WW.1943-5460.0000037).
Abstract
Subaerial landslide generated impulse waves were investigated in a prismatic wave channel based on Froude similitude and granular slide material. The tests included the seven governing parameters still water depth, slide impact velocity, slide thickness, bulk slide volume, bulk slide density, slide impact angle, and grain diameter. All governing parameters, except for the grain diameter with a negligible effect, are included in the impulse product parameter P allowing for a simple application. Empirical equations based on 211 experiments for all relevant wave features in practice including the maximum wave height, the maximum wave amplitude with its location and period in the slide impact zone and both the wave height and amplitude decay and the period increase in the wave propagation zone are a simple function of P. The presented equations were validated with 223 runs of Fritz (2002) and Zweifel (2004) resulting in improved goodness of fit. The limitations of the herein derived empirical equations are also highlighted. The wave height and amplitude equations based on a wave channel (2D) agree well with the 1958 Lituya Bay case.
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e-pub ahead of print date: 2 October 2009
Keywords:
landslides, reservoirs, sliding, tsunamis, water waves, wave generation
Identifiers
Local EPrints ID: 74322
URI: http://eprints.soton.ac.uk/id/eprint/74322
ISSN: 0733-950X
PURE UUID: 7d117e5c-93c8-43af-99a2-6dc6a5f2b134
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Date deposited: 11 Mar 2010
Last modified: 13 Mar 2024 22:30
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Author:
Valentin Heller
Author:
Willi H. Hager
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