Case Studies
Aug 27, 2021

Numerical Simulation of the Boundary Layer Flow Generated in Monterey Bay, California, by the 2010 Chilean Tsunami: Case Study

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 147, Issue 6

Abstract

This work presents a case study involving the numerical simulation of the unsteady boundary layer generated by the 2010 Chilean tsunami, as measured by field equipment in Monterey Bay, California, USA. A one-dimensional vertical (1DV) boundary layer model is utilized, solving Reynolds-averaged Navier–Stokes equations, coupled with two-equation kω turbulence closure. Local effects of convective acceleration (converging–diverging effects) on the boundary layer due to the sloping bed are likewise approximated. Four cases are considered involving simulation of: (1) the long tsunami-induced boundary layer flow in isolation, in combination with either (2) convective acceleration effects or (3) energetic short wind waves, and, finally, (4) all effects combined. Reasonable agreement with field measurements is achieved, with model results similarly showing that the tsunami-induced boundary layer in this case only spans a fraction of the local water depth. Systematic comparison of the various cases likewise elucidates the likely significance of both local converging–diverging effects, as well as interaction with the much shorter period wind waves, on the tsunami-generated boundary layer. In the latter case, analogy is drawn to well-known wave–current boundary layer interaction, with the boundary layer turbulence associated with the short wind waves inducing an effective wave roughness felt by the tsunami-induced flow, which effectively plays the role of the current.

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Information & Authors

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 147Issue 6November 2021

History

Received: Jan 26, 2021
Accepted: Jun 28, 2021
Published online: Aug 27, 2021
Published in print: Nov 1, 2021
Discussion open until: Jan 27, 2022

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Authors

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Athanasios Makris
Master of Science Student, Dept. of Mechanical Engineering, Technical Univ. of Denmark, Nils Koppels Alle, Building 403, 2800 Kgs. Lyngby, Denmark.
Research Oceanographer, Pacific Coastal and Marine Science Center, US Geological Survey, 2885 Mission St., Santa Cruz, California 95060, USA. ORCID: https://orcid.org/0000-0002-2797-6172.
Associate Professor, Dept. of Mechanical Engineering, Technical Univ. of Denmark, Nils Koppels Alle, Building 403, 2800 Kgs. Lyngby, Denmark (corresponding author). ORCID: https://orcid.org/0000-0002-2433-6778. Email: [email protected]

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Cited by

  • Numerical Study on the Turbulent Structure of Tsunami Bottom Boundary Layer Using the 2011 Tohoku Tsunami Waveform, Journal of Marine Science and Engineering, 10.3390/jmse10020173, 10, 2, (173), (2022).
  • BOTTOM BOUNDARY LAYER CHARACTERISTICS UNDER TSUNAMI WITH FLOW REGIME TRANSITION AND DEPTH-LIMITATION津波底面境界層のflow regime遷移と水深制限を考慮した浅水変形の評価, Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), 10.2208/kaigan.78.2_I_61, 78, 2, (I_61-I_66), (2022).

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