Technical Papers
Oct 28, 2014

Effects of Tides and Currents on Tsunami Propagation in Large Rivers: Columbia River, United States

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 141, Issue 5

Abstract

To better understand the effects of river flow and tidal stage on the propagation of realistic tsunami waves up large rivers, simulations of the Columbia River (United States) were carried out. The two-dimensional depth-averaged version of the advanced circulation model was used. The model was forced with open boundary tides, tidal potential, and river flow. Simulations without tsunami waves demonstrated excellent agreement with numerous tidal gauging stations in the domain. A Cascadia Subduction Zone earthquake and associated tsunami were then considered by prescribing a rapid temporal change in the bathymetric/topographic grid. The simulations were repeated over a wide range of river flow conditions and a wide range of tidal phases. In each simulation, the tsunami was characterized in terms of the variation of its amplitude with upriver distance, how much land was inundated, and its propagation speed up the estuary. Although river flow is a dominant mechanism in the Columbia River in terms of stratification and surface currents, it was found to have only a minor effect on the propagation and inundation of the tsunami. The effect of tidal phase was more pronounced and more complex.

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References

Adityawan, M. B., Roh, M., Tanaka, H., Mano, A., and Udo, K. (2012). “Investigation of tsunami propagation characteristics in river and on land induced by the Great East Japan Earthquake 2011.” J. Earthquake Tsunami, 6(3), 1250033.
Atwater, B. F., et al. (1995). “Summary of coastal geologic evidence for past great earthquakes at the Cascadia Subduction Zone.” Earthquake Spectra, 11(1), 1–18.
Atwater, B. F., Satoko, M.-R., Kenji, S., Yoshinobu, T., Kazue, U., and Yamaguchi, D. K. (2005). “The orphan tsunami of 1700—Japanese clues to a parent earthquake in North America.” Professional Paper 1707, USGS, Washington, DC.
Cai, H., Savenije, H. H. G., Yang, Q., Ou, S., and Lei, Y. (2012). “Influence of river discharge and dredging on tidal wave propagation: Modaomen Estuary case.” J. Hydraul. Eng., 885–896.
Clague, J. J. (1997). “Evidence for large earthquakes at the Cascadia Subduction Zone.” Rev. Geophys., 35(4), 439–460.
Dalrymple, R. A. (1973). “Water wave models and wave forces with shear currents.” Technical Rep. 20, Coastal and Oceanographic Engineering Laboratory, Univ. of Florida, Gainesville, FL.
Doocy, S., Daniels, A., Dick, A., and Kirsch, T. D. (2013). “The human impact of tsunamis: A historical review of events 1900–2009 and systematic literature review.” PLoS Currents Disasters, 〈http://currents.plos.org/disasters/article/the-human-impacts-of-tsunamis-a-historical-review-of-events-1900-2009-and-systematic-literature-review/〉.
Friedrichs, C. T., and Aubrey, D. G. (1994). “Tidal propagation in strongly convergent channels.” J. Geophys. Res., 99(C2), 3321–3336.
Godin, G. (1985). “Modification of river tides by the discharge.” J. Waterway, Port, Coastal, Ocean Eng., 257–274.
Godin, G. (1991). “Frictional effects in river tides.” Progress in tidal hydrodynamics, B. Parker, ed., Wiley, New York, 379–402.
Gray, W. G. (1982). “Some inadequacies of finite element models as simulators of two-dimensional circulation.” Adv. Water Resour., 5(3), 171–177.
Green, G. (1837). “On the motion of waves in a variable canal of small depth and width.” Trans. Cambridge Philos. Soc., 6, 457–462.
Hickey, B. M., and Banas, N. S. (2003). “Oceanography of the U.S. Pacific Northwest coastal ocean and estuaries with application to coastal ecology.” Estuaries, 26(4), 1010–1031.
Imamura, F. (1995). “Tsunami numerical simulation with the staggered leapfrog scheme (numerical code of TUNAMI N1 and N2).” Rep. No., Disaster Control Research Center, Tohoku Univ., Sendai, Japan.
Jay, D. A. (1991). “Green’s Law revisited: Tidal long-wave propagation in channels with strong topography.” J. Geophys. Res., 96(C11), 20585–20598.
Kilcher, L. F., and Nash, J. D. (2010). “Structure and dynamics of the Columbia River tidal plume front.” J. Geophys. Res., 115(C5), C05S90.
Kolar, R., and Gray, W. (1990). “Shallow water modelling in small water bodies.” Proc., 8th Int. Conf. on Computational Methods in Water Resources, Computational Mechanics Publications/Springer, Boston, 149–155.
Kowalik, Z., and Proshutinsky, A. (2010). “Tsunami–tide interactions: A Cook Inlet case study.” Cont. Shelf Res., 30(6), 633–642.
Kowalik, Z., Proshutinsky, T., and Proshutinsky, A. (2006). “Tide-tsunami interactions.” Sci. Tsunami Hazards, 24(4), 242–256.
Kukulka, T., and Jay, D. A. (2003). “Impacts of Columbia River discharge on salmonid habitat: 1. A nonstationary fluvial tide model.” J. Geophys. Res., 108(C9), 3293.
LeBlond, P. H. (1978). “On tidal propagation in shallow rivers.” J. Geophys. Res., 83(C9), 4717–4721.
Le Provost, C., Genco, M. L., Lyard, F., Vincent, P., and Canceil, P. (1994). “Spectoscopy of the ocean tides from a finite element hydrodynamic model.” J. Geophys. Res., 99(C12), 24777–24797.
Luettich, R. A., Jr., and Westerink, J. J. (1991). “A solution for the vertical variation of stress, rather than velocity, in a three-dimensional circulation model.” Int. J. Numer. Methods Fluids, 12(10), 911–928.
Mader, C. L. (1988). Numerical modeling of water waves, University of California Press, Berkeley, CA.
Prandle, D., and Rahman, M. (1980). “Tidal response in estuaries.” J. Phys. Oceanogr., 10(10), 1552–1573.
Spargo, E., Westerink, J., Luettich, R., and Mark, D. (2003). “ENPAC 2003: A tidal constituent database for Eastern North Pacific Ocean.” Rep. No. ERDC/CHL TR-04-12, U.S. Army COE, Washington, DC.
Synolakis, C. E., and Bernard, E. N. (2006). “Tsunami science before and beyond Boxing Day 2004.” Philos. Trans. R. Soc. London, Ser. A, 364(1845), 2231–2265.
Tanaka, N., Yagisawa, J., and Yasuda, S. (2012). “Characteristics of damage due to tsunami propagation in river channels and overflow of their embankments in Great East Japan Earthquake.” Int. J. River Basin Manage., 10(3), 269–279.
Titov, V. V., et al. (2011). “A new tool for inundation modeling: Community modeling interface for tsunamis (ComMIT).” Pure Appl. Geophys., 168(11), 2121–2131.
Tolkova, E. (2013). “Tide–tsunami interaction in Columbia River, as implied by historical data and numerical simulations.” Pure Appl. Geophys., 170(6–8), 1115–1126.
U.S. Army COE (USACE). (2010). “Lower Columbia River terrain model.” Rep. No., Lower Columbia River Estuary Partnership, 〈http://www.estuarypartnership.org/lower-columbia-digital-terrain-model〉 (Feb. 2012).
van Rijn, L. C. (2011). “Analytical and numerical analysis of tides and salinities in estuaries; part I: Tidal wave propagation in convergent estuaries.” Ocean Dyn., 61(11), 1719–1741.
Viana-Baptista, M. A., Soares, P. M., Miranda, J. M., and Luis, J. F. (2006). “Tsunami propagation along Tagus estuary (Lisbon, Portugal) preliminary results.” Sci. Tsunami Hazards, 24(5), 329–338.
Yasuda, H. (2010). “One-dimensional study on propagation of tsunami wave in river channels.” J. Hydraul. Eng., 93–105.
Yeh, H., Tolkova, E., Jay, D., Talke, S., and Fritz, H. (2012). “Tsunami hydrodynamics in the Columbia River.” J. Disaster Res., 7(5), 604–608.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 141Issue 5September 2015

History

Received: Dec 13, 2013
Accepted: Oct 3, 2014
Published online: Oct 28, 2014
Published in print: Sep 1, 2015

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Authors

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K. D. Kalmbacher
M.S. Student, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.
D. F. Hill, M.ASCE [email protected]
Associate Professor of Civil Engineering, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author). E-mail: [email protected]

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