Aykut Ayca
University of Southern California
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Featured researches published by Aykut Ayca.
Journal of Geophysical Research | 2015
Fan Chi Lin; Monica D. Kohler; Patrick J. Lynett; Aykut Ayca; Dayanthie S. Weeraratne
The 11 March 2011 (M_w = 9.0) Tohoku tsunami was recorded by a temporary array of seafloor pressure gauges deployed off the coast of Southern California, demonstrating how dense array data can illustrate and empirically validate predictions of linear tsunami wave propagation characteristics. A noise cross-correlation method was used to first correct for the pressure gauge instrument phase response. Phase and group travel times were then measured for the first arrival in the pressure gauge tsunami waveforms filtered in narrow bands around 30 periods between 200 and 3000 s. For each period, phase velocities were estimated across the pressure gauge array based on the phase travel time gradient using eikonal tomography. Clear correlation was observed between the phase velocity and long-wavelength bathymetry variations where fast and slow velocities occurred for deep and shallow water regions, respectively. In particular, velocity gradients are pronounced at the Patton Escarpment and near island plateaus due to the abrupt bathymetry change. In the deep open ocean area, clear phase velocity dispersion is observed. Comparison with numerically calculated tsunami waveforms validates the approach and provides an independent measure of the finite-frequency effect on phase velocities at long periods.
Geophysical Research Letters | 2016
Nikos Kalligeris; Vassilios Skanavis; Sasan Tavakkol; Aykut Ayca; Hoda El Safty; Patrick J. Lynett; Costas E. Synolakis
Tsunami-induced coastal currents are spectacular examples of nonlinear and chaotic phenomena. Due to their long periods, tsunamis transport substantial energy into coastal waters, and as this energy interacts with the ubiquitous irregularity of bathymetry, shear and turbulent features appear. The oscillatory character of a tsunami wave train leads to flow reversals, which in principle can spawn persistent turbulent coherent structures (e.g., large vortices or “whirlpools”) that can dominate damage and transport potential. However, no quantitative measurements exist to provide physical insight into this kind of turbulent variability, and no motion recordings are available to help elucidate how these vortical structures evolve and terminate. We report our measurements of currents in Ventura Harbor, California, generated by the 2015 Chilean M8.3 earthquake. We measured surface velocities using GPS drifters and image sequences of surface tracers deployed at a channel bifurcation, as the event unfolded. From the maps of the flow field, we find that a tsunami with a near-shore amplitude of 30 cm at 6 m depth produced unexpectedly large currents up to 1.5 m/s, which is a fourfold increase over what simple linear scaling would suggest. Coherent turbulent structures appear throughout the event, across a wide range of scales, often generating the greatest local currents.
Journal of Waterway Port Coastal and Ocean Engineering-asce | 2017
Adam Keen; Patrick J. Lynett; Martin Eskijian; Aykut Ayca; Rick Wilson
As a result of damage from the 2010 Chile and 2011 Japanese teletsunamis, tsunami risk to small craft marinas along the West Coast of the United States has become an important concern. This paper outlines an assessment tool that can be used to quantify the tsunami damage potential in small craft harbors. The methodology is based on the demand and capacity of a floating dock system and uses a Monte Carlo framework to address the uncertainty of input parameters. Detailed numerical modeling and damage calibration data from recent tsunamis are used to benchmark the approach. Results are provided as fragility curves and give a quantitative assessment of survivability. This tool yields an indication as to the survivability and/or failure of a floating dock system of vessels and floating components/piles subject to tsunami events. The objective of the presented effort is to quickly evaluate whether a floating dock is likely to survive or be destroyed by a particular tsunami scenario.DOI: 10.1061/(ASCE)WW.1943-5460.0000385.© 2017 American Society of Civil Engineers.
Journal of Geophysical Research | 2016
Aykut Ayca; Patrick J. Lynett
Here, we present the results of a numerical modeling study that investigates how event-maximum tsunami-induced currents vary due to the dynamic effects of tides and wave directivity. First, analyses of tide-tsunami interaction are presented in three harbors by coupling the tsunami with the tide, and allowing the initial tsunami wave to arrive at various tidal phases. We find that tsunami-tide interaction can change the event-maximum current speed experienced in a harbor by up to 25% for the events and harbors studied, and we note that this effect is highly site-specific. Second, to evaluate the effect of wave directionality on event-maximum currents, earthquakes sources were placed throughout the Pacific, with magnitudes tuned to create the same maximum near-coast amplitude at the harbor of study. Our analysis also shows that, for the harbor and sources examined, the effect of offshore directionality and tsunami frequency content has a weak effect on the event-maximum currents experienced in the harbor. The more important dependency of event-maximum currents is the near-harbor amplitude of the wave, indicating that event-maximum currents in a harbor from a tsunami generated by a large far-field earthquake may be reasonably well predicted with only information about the predicted local maximum tsunami amplitude. This study was motivated by the hope of constructing a basis for understanding the dynamic effects of tides and wave directivity on current-based tsunami hazards in a coastal zone. The consideration of these aspects is crucial and yet challenging in the modeling of tsunami currents. This article is protected by copyright. All rights reserved.
Scientific Reports | 2018
Bretwood Higman; Dan H. Shugar; Colin P. Stark; Göran Ekström; Michele N. Koppes; Patrick J. Lynett; Anja Dufresne; Peter J. Haeussler; M. Geertsema; Sean Paul Sandifer Gulick; Andrew Mattox; Jeremy G. Venditti; Maureen A.L. Walton; Naoma McCall; Erin Mckittrick; Breanyn MacInnes; Eric L. Bilderback; Hui Tang; Michael J. Willis; Bruce M. Richmond; Robert S. Reece; Christopher F. Larsen; Bjorn Olson; James Capra; Aykut Ayca; Colin K. Bloom; Haley Williams; Doug Bonno; Robert Weiss; Adam Keen
Glacial retreat in recent decades has exposed unstable slopes and allowed deep water to extend beneath some of those slopes. Slope failure at the terminus of Tyndall Glacier on 17 October 2015 sent 180 million tons of rock into Taan Fiord, Alaska. The resulting tsunami reached elevations as high as 193 m, one of the highest tsunami runups ever documented worldwide. Precursory deformation began decades before failure, and the event left a distinct sedimentary record, showing that geologic evidence can help understand past occurrences of similar events, and might provide forewarning. The event was detected within hours through automated seismological techniques, which also estimated the mass and direction of the slide - all of which were later confirmed by remote sensing. Our field observations provide a benchmark for modeling landslide and tsunami hazards. Inverse and forward modeling can provide the framework of a detailed understanding of the geologic and hazards implications of similar events. Our results call attention to an indirect effect of climate change that is increasing the frequency and magnitude of natural hazards near glaciated mountains.
Coastal Engineering Proceedings | 2014
Aykut Ayca; Patrick J. Lynett; Jose Carlos Borrero; Kevin P. Miller; Rick Wilson
Natural Hazards | 2017
Nikos Kalligeris; Luis Montoya; Aykut Ayca; Patrick J. Lynett
GSA Annual Meeting in Seattle, Washington, USA - 2017 | 2017
Rick Wilson; Patrick J. Lynett; Martin Eskijian; Kevin P. Miller; Yvette LaDuke; Edward Curtis; Michael Hornick; Adam Keen; Aykut Ayca
Coastal Engineering Proceedings | 2017
Aykut Ayca; Patrick J. Lynett; Rick Wilson
Coastal Engineering Proceedings | 2017
Adam Keen; Patrick J. Lynett; Martin Eskijian; Aykut Ayca