TECHNICAL PAPERS
Nov 1, 1983

Modeling of Slide‐Generated Waves in a Reservoir

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 11

Abstract

Details of the physical and mathematical model studies conducted to investigate the generation and propagation of waves created by hypothetical movements of the 1.8 billion cu yd (1.4 billion m3) Downie slide, located on the Columbia River, into Revelstoke reservoir are presented. Two physical models were constructed reproducing about 17 mile (27.3 km) of reservoir and simulating the movement of the slide. The 1:1,500 scale pilot model was used to determine critical slide motions which were then tested in detail on a 1:500 scale main model. A mathematical model using an explicit finite difference method to numerically integrate the one‐dimensional Saint Venant Equations was used to propagate the waves in the reservoir about forty miles on either side of the slide. Comparison of the computed and measured water levels in the model showed good agreement. Hydraulic model data presented herein should be useful for determining wave heights under similar conditions or may be used for the verification of future mathematical models.

Get full access to this article

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

References

1.
Babcock, C. I., “Impulse Wave and Hydraulic Bore Inception and Propagation as Resulting from Landslides,” a research problem presented to Georgia Inst. of Tech., Atlanta, Georgia, in partial fulfillment of the requirements for the degree of M.Sc. in Civil Engineering, Oct., 1975.
2.
Chaudhry, M. H., and Kosowan, G. N., “Memorandum on Determination of Hydraulic Characteristics of Initial Wave Generated by Downie Slide,” Development Dept., B.C. Hydro and Power Authority, Vancouver, B.C., Canada, Apr., 1975.
3.
Chaudhry, M. H., and Cass, D. E., “Propagation of Waves Generated by Rapid Movement of Downie Slide into Revelstoke Reservoir,” Report No. 809, Hydroelectric Design Division, B.C. Hydro and Power Authority, Vancouver, B.C., Canada, Sept., 1976, and Addendum to this report dated Aug., 1978.
4.
Chaudhry, M. H., “Mathematical Modelling of Transient State Flows in Open Channels,” Proc., International Symposium on Unsteady Flow in Open Channels, Newcastle‐upon‐Tyne, British Hydromechanic Research Assoc., 1976, pp. C1‐1 to 18.
5.
Chaudhry, M. H., Applied Hydraulic Transients, Van Nostrand Reinhold Co., New York, N.Y., 1979, pp. 431–433.
6.
Das, M. M., and Wiegel, R. L., “Waves Generated by Horizontal Motion of a Wall,” Journal of the Waterways, Harbors and Coastal Engineering Division, ASCE, Vol. 98, No. WW1, Feb., 1972, pp. 49–65.
7.
Davidson, D. D., and McCartney, B. L., “Water Waves Generated by Landslides in Reservoirs,” Journal of the Hydraulics Division, ASCE, Vol. 101, Dec., 1975, pp. 1489–1501.
8.
Forstad, F., “Waves Generated by Landslides in Norwegian Fjords and Lakes,” Publication No. 79, Norwegian Geotechnical Institute, Oslo, 1968, p. 1332.
9.
“Hydraulic Model Study of Waves from Downie Slide,” Report, Northwest Hydraulic Consultants, North Vancouver, B.C., Canada, Aug., 1976.
10.
Kachadoorian, R., “Effects of the Earthquake of March 27, 1964, at Whittier, Alaska,” Professional Paper, No. 542‐B, U.S. Geological Survey, 1965.
11.
Kamphuis, J. W., and Bowering, R. J., “Impulse Waves Generated by Landslides,” Proc., Twelfth Coastal Engineering Conference, ASCE, Washington, D.C., Sept., 1970, pp. 575–588.
12.
Kiersch, G. A., “Viaont Reservoir Disaster,” Civil Engineering, ASCE, Vol. 34, No. 3, Mar., 1964, pp. 32–47.
13.
Koutitas, C. G., “Finite Element Approach to Waves due to Landslides,” Journal of the Hydraulics Division, ASCE, Vol. 103, Sept., 1977, pp. 1021–1029.
14.
Law, L., and Brebner, A., “On Water Waves Generated by Landslides,” Third Australasian Conference on Hydraulics and Fluid Mechanics, Sidney, Australia, Nov., 1968, pp. 155–159.
15.
Liggett, J. A., and Woolhiser, D. A., “Difference Solutions of the Shallow Water Equation,” Journal of the Engineering Mechanics Division, ASCE, Vol. 93, No. 2, Apr., 1967, pp. 39–71.
16.
Mahmood, K., and Yevjevich, V., eds., “Unsteady Flow in Open Channels,” Vols. 1–3, Water Resources Publications, Fort Collins, Colo., 1975.
17.
Martin, C. S., and DeFazio, F. G., “Open Channel Surge Simulation by Digital Computer,” Journal of the Hydraulics Division, ASCE, Vol. 95, No. 6, Nov., 1969, pp. 2049–2070.
18.
McCullock, D. S., “Slide‐Induced Waves, Seiching, and Ground Fracturing Caused by the Earthquakes of March 27, 1964, at Kenai Lake, Alaska,” Professional Paper 543‐A, U.S. Geological Survey, 1966.
19.
Mercer, A. G., Chaudhry, M. H., and Cass, E. D., “Modeling of Slide‐Generated Waves,” Proc., Fourth Hydrotechnical Conference, Vol. II, May, 1979, Vancouver, Canada, pp. 730–745.
20.
Miller, D. J., “Giant Waves in Lituya Bay, Alaska,” Professional Paper 354‐L, U.S. Geological Survey, 1960.
21.
Noda, E., “Water Waves Generated by Landslides,” Journal of the Waterways, Harbors and Coastal Engineering Division, ASCE, Vol. 96, No. WW4, Nov., 1970, pp. 835–855.
22.
“A Pilot Study of Water Surface Waves in Revelstoke Reservoir in the Event of Downie Slide Movement,” Report, Northwest Hydraulic Consultants, North Vancouver, B.C., Canada, June, 1976.
23.
Prins, J. E., “Characteristics of Waves Generated by a Local Disturbance,” Trans. Amer. Geophysical Union, Vol. 39, No. 5, Oct., 1958, pp. 865–874.
24.
Raney, D. C., and Butler, H. L., “A Numerical Model for Predicting the Effects of Landslide‐Generated Water Waves,” Research Report H‐75‐1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., Feb., 1975.
25.
Strelkoff, T., “Numerical Solution of Saint‐Venant Equations,” Journal of the Hydraulics Division, ASCE, Vol. 96, 1970, pp. 223–252.
26.
Terzidis, G., and Strelkoff, T., “Computation of Open Channel Surges and Shocks,” Journal of the Hydraulics Division, ASCE, Vol. 96, No. 12, Dec., 1970, pp. 2581–2610.
27.
Vasiliev, O. F., et al., “Numerical Methods for the Calculation of Shock Wave Propagation in Open Channels,” Proc., International Association for Hydraulic Research, Vol. 3, 11th International Congress, Leningrad, 1965.
28.
“Wave Action Generated by Slides into Mica Reservoir, Hydraulic Model Studies,” Report, Western Canada Hydraulic Laboratories, Port Coquitlam, B.C., Canada, Nov., 1970.
29.
Wiegel, R. L., “Laboratory Studies of Gravity Waves Generated by the Movement of a Submerged Body,” Trans. Amer. Geophysical Union, Vol. 36, No. 5, Oct., 1955, pp. 759–774.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 11November 1983
Pages: 1505 - 1520

History

Published online: Nov 1, 1983
Published in print: Nov 1983

Permissions

Request permissions for this article.

Authors

Affiliations

M. Hanif Chaudhry
Assoc. Prof., Dept. of Civ. and Environmental Engrg., Washington State Univ., Pullman, Wash. 99164
Albert G. Mercer, M. ASCE
Principal, Northwest Hydraulic Consultants, North Vancouver, B.C., Canada
David Cass
Engr., Development Dept., British Columbia Hydro and Power Authority, B.C., Canada

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