Technical Papers
Oct 15, 2013

Underwater Landslide Characteristics from 2D Laboratory Modeling

This article has been corrected.
VIEW CORRECTION
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 139, Issue 6

Abstract

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.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

H.F. was supported by Swiss National Science Foundation grant 200020_137566/1.

References

Brideau, M.-A., et al. (2011). “Stability analysis of the 2007 Chehalis lake landslide based on long-range terrestrial photogrammetry and airborne LiDAR data.” Landslides, 9(1), 75–91.
Fritz, H. M. (2002). “Initial phase of landslide generated impulse waves.” Ph.D. thesis, ETH Zurich, Zurich, Switzerland.
Fritz, H. M., Hager, W. H., and Minor, H.-E. (2004). “Near field characteristics of landslide generated impulse waves.” J. Waterway, Port, Coastal, Ocean Eng., 130(6), 287–302.
Fritz, H. M., and Moser, P. (2003). “Pneumatic landslide generator.” Int. J. Fluid Power, 4(1), 49–57.
Fuchs, H., and Boes, R. (2010). “Berechnung felsrutschinduzierter Impulswellen im Vierwaldstättersee [Computation of rockfall-induced impulse waves in the Lake of Lucerne].” Wasser Energie Luft, 102(3), 215–221 (in German).
Hampton, M. A., Lee, H. J., and Locat, J. (1996). “Submarine landslides.” Rev. Geophys., 34(1), 33–59.
Heim, A. (1932). “Bergsturz und Menschenleben [Rockfall and human life].” Beiblatt zur Vierteljahresschrift der Natf. Ges. Zürich, 77(20), 1–218 (in German).
Heller, V. (2007). “Landslide generated impulse waves—Prediction of near field characteristics.” Ph.D. thesis, ETH Zurich, Zurich, Switzerland.
Heller, V., Hager, W. H., and Minor, H.-E. (2008). “Scale effects in subaerial landslide generated impulse waves.” Exp. Fluids, 44(5), 691–703.
Heller, V., Hager, W. H., and Minor, H.-E. (2009). “Landslide generated impulse waves in reservoirs: Basics and computation.” VAW-Mitteilung, R. Boes, ed., Vol. 211, ETH Zurich, Zurich, Switzerland.
Huber, A. (1980). “Schwallwellen in Seen als Folge von Felsstürzen [Impulse waves following rockfalls].” VAW-Mitteilung, D. Vischer, ed., Vol. 180, ETH Zurich, Zurich, Switzerland (in German).
Kamphuis, J. W., and Bowering, R. J. (1972). “Impulse waves generated by landslides.” Proc., 12th Coastal Engineering Conf., Vol. 1, ASCE, Reston, VA, 575–588.
Lauber, G., and Hager, W. H. (1998). “Experiments to dambreak wave: Horizontal channel.” J. Hydraul. Res., 36(3), 291–307.
Miller, D. J. (1960). “Giant waves in Lituya Bay, Alaska.” Geological Survey Professional Paper 354-C, U.S. Government Printing Office, Washington, DC.
Mohammed, F. (2010). “Physical modeling of tsunamis generated by three-dimensional deformable granular landslides.” Ph.D. thesis, Georgia Institute of Technology, Atlanta.
Montes, S. (1998). Hydraulics of open channel flow, ASCE, Reston, VA.
Noda, E. (1970). “Water waves generated by landslides.” J. Wtrwy., Harb. and Coast. Engrg. Div., 96(WW4), 835–855.
PTLens 8.5.2 [Computer software]. Barcelona, Spain, Softonic.
Reeve, D., Chadwick, A., and Fleming, C. (2004). Coastal engineering: Processes, theory and design practice, Taylor & Francis, London.
Sælevik, G., Jensen, A., and Pedersen, G. K. (2009). “Experimental investigation of impact generated tsunami; related to a potential rock slide, Western Norway.” Coast. Eng., 56(9), 897–906.
Savage, S. B., and Hutter, K. (1989). “The motion of a finite mass of granular material down a rough incline.” J. Fluid Mech., 199, 177–214.
Scheidegger, A. E. (1973). “On the prediction of the reach and velocity of catastrophic landslides.” Rock Mech., 5(4), 231–236.
Schnitter, G. (1964). “Die Katastrophe von Vaiont in Oberitalien [The catastrophe of Vaiont in Upper Italy].” Wasser- und Energiewirtschaft, 56(2–3), 61–69 (in German).
Slingerland, R. L., and Voight, B. (1982). “Evaluating hazard of landslide-induced water waves.” J. Wtrwy., Port, Coast., and Oc. Div., 108(4), 504–512.
Watts, P. (2000). “Tsunami features of solid block underwater landslides.” J. Waterway, Port, Coastal, Ocean Eng., 126(3), 144–152.
Watts, P., and Grilli, S. T. (2003). “Underwater landslide shape, motion, deformation, and tsunami generation.” Proc., 13th Int. Offshore and Polar Engineering Conf., International Society of Offshore and Polar Engineers, Mountain View, CA, 364–371.
Wiegel, R. L. (1955). “Laboratory studies of gravity waves generated by the movement of a submerged body.” Trans. Am. Geophys. Union, 36(5), 759–774.
Zweifel, A. (2004). “Impulswellen: Effekte der Rutschdichte und der Wassertiefe [Impulse waves: Effects of slide density and still water depth].” Ph.D. thesis, ETH Zurich, Zurich, Switzerland (in German).
Zweifel, A., Hager, W. H., and Minor, H.-E. (2006). “Plane impulse waves in reservoirs.” J. Waterway, Port, Coastal, Ocean Eng., 132(5), 358–368.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 139Issue 6November 2013
Pages: 480 - 488

History

Received: Jun 28, 2012
Accepted: Mar 6, 2013
Published online: Oct 15, 2013
Published in print: Nov 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Helge Fuchs [email protected]
Research Assistant, Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, 8092 Zurich, Switzerland (corresponding author). E-mail: [email protected]
Belpstrasse 71, 3007 Bern, Switzerland; formerly, Student Assistant, Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, 8092 Zurich, Switzerland. E-mail: [email protected]
Willi H. Hager, F.ASCE [email protected]
Professor, Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, 8092 Zurich, Switzerland. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share