ORCID Profile
0000-0002-7254-1346
Current Organisation
University of Notre Dame
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Publisher: American Society of Civil Engineers
Date: 18-05-2010
Publisher: Elsevier BV
Date: 09-2018
Publisher: American Society of Civil Engineers (ASCE)
Date: 05-2011
Publisher: American Society of Civil Engineers (ASCE)
Date: 02-2016
Publisher: Elsevier BV
Date: 11-1997
Publisher: American Society of Civil Engineers (ASCE)
Date: 2000
Publisher: Proceedings of the National Academy of Sciences
Date: 23-05-2013
Publisher: Cambridge University Press (CUP)
Date: 17-08-2005
Publisher: American Geophysical Union (AGU)
Date: 10-2013
DOI: 10.1002/JGRC.20376
Publisher: Informa UK Limited
Date: 03-2016
Publisher: Springer Science and Business Media LLC
Date: 14-07-2021
Publisher: Elsevier BV
Date: 2023
Publisher: Elsevier BV
Date: 2002
Publisher: Informa UK Limited
Date: 03-07-2018
Publisher: Springer Science and Business Media LLC
Date: 15-12-2015
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2020
Publisher: Elsevier BV
Date: 12-2020
Publisher: Elsevier BV
Date: 10-2014
Publisher: Elsevier BV
Date: 12-2019
Publisher: Cambridge University Press (CUP)
Date: 25-12-2003
Publisher: American Society of Civil Engineers
Date: 07-04-2011
DOI: 10.1061/41170(400)74
Publisher: American Geophysical Union (AGU)
Date: 08-2004
DOI: 10.1029/2003JC001927
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2017
Publisher: Elsevier BV
Date: 09-2017
Publisher: Elsevier BV
Date: 03-2013
Publisher: American Society of Civil Engineers (ASCE)
Date: 03-2021
Publisher: American Society of Civil Engineers
Date: 21-06-2011
DOI: 10.1061/41185(417)9
Publisher: Elsevier BV
Date: 2017
Publisher: Informa UK Limited
Date: 02-01-2022
Publisher: American Geophysical Union (AGU)
Date: 03-2008
DOI: 10.1029/2006JC003814
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2010
Publisher: Elsevier BV
Date: 11-2016
Publisher: American Meteorological Society
Date: 09-2013
Abstract: Over the past decade, numerous field c aigns and laboratory experiments have examined air–sea momentum exchange in the deep ocean. These studies have changed the understanding of drag coefficient behavior in hurricane force winds, with a general consensus that a limiting value is reached. Near the shore, wave conditions are markedly different than in deep water because of wave shoaling and breaking processes, but only very limited data exist to assess drag coefficient behavior. Yet, knowledge of the wind stress in this region is critical for storm surge forecasting, evaluating the low-level wind field across the coastal transition zone, and informing the wind load standard along the hurricane-prone coastline. During Hurricane Ike (2008), a Texas Tech University StickNet platform obtained wind measurements in marine exposure with a fetch across the Houston ship channel. These data were used to estimate drag coefficient dependence on wind speed. Wave conditions in the ship channel and surge level at the StickNet location were simulated using the Simulating Waves Nearshore Model coupled to the Advanced Circulation Model. The simulated waves were indicative of a fetch-limited condition with maximum significant wave heights reaching 1.5 m and peak periods of 4 s. A maximum surge depth of 0.6 m inundated the StickNet. Similar to deep water studies, findings indicate that the drag coefficient reaches a limiting value at wind speeds near hurricane force. However, at wind speeds below hurricane force, the drag coefficient is higher than that of deep water datasets, particularly at the slowest wind speeds.
Publisher: World Scientific Publishing Company
Date: 03-2003
Publisher: American Society of Civil Engineers (ASCE)
Date: 2008
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2020
Publisher: Proceedings of the National Academy of Sciences
Date: 08-02-2018
Publisher: Elsevier BV
Date: 02-2014
Publisher: Elsevier BV
Date: 02-2015
Publisher: American Society of Civil Engineers
Date: 11-07-2017
Publisher: Elsevier BV
Date: 03-2013
Publisher: American Geophysical Union (AGU)
Date: 09-2013
DOI: 10.1002/JGRC.20314
Publisher: Informa UK Limited
Date: 03-2017
Publisher: Elsevier BV
Date: 09-2010
Publisher: Elsevier BV
Date: 08-2012
Publisher: Informa UK Limited
Date: 03-01-2019
Publisher: Canadian Science Publishing
Date: 04-1996
DOI: 10.1139/L96-039
Abstract: This paper describes an experimental and a numerical study of the wave-induced response of a moored vessel near a reflecting wall, for the purpose of incorporating wave reflection effects into wave agitation criteria for small craft harbours. The motions of a model vessel have been measured for a range of wave heights, wave periods, wave directions, mooring conditions, and vessel locations, and with both regular and irregular waves. These have been compared with the results of a numerical model based on linear diffraction theory. An expression is developed to relate vessel motions near a partially reflecting wall to motions in unreflected waves. This has been found to agree well with the experimental results, and is used to recommend an extension to existing wave agitation criteria for small craft harbours so as to take account of the presence of reflecting walls. Key words: coastal engineering, harbours, hydrodynamics, marinas, wave agitation, waves.
Publisher: Elsevier BV
Date: 07-2011
Publisher: Cambridge University Press (CUP)
Date: 25-05-2004
Publisher: Informa UK Limited
Date: 09-08-2021
Publisher: American Society of Civil Engineers (ASCE)
Date: 2022
Publisher: American Geophysical Union (AGU)
Date: 15-09-1999
DOI: 10.1029/1999JC900154
Publisher: Elsevier BV
Date: 07-2003
Publisher: Elsevier BV
Date: 09-2016
Publisher: American Society of Civil Engineers (ASCE)
Date: 03-2022
Publisher: American Society of Civil Engineers (ASCE)
Date: 2023
Publisher: Elsevier BV
Date: 05-2008
Publisher: American Society of Civil Engineers (ASCE)
Date: 2008
Publisher: American Society of Civil Engineers (ASCE)
Date: 2014
Publisher: Wiley
Date: 23-10-2019
Publisher: American Society of Civil Engineers (ASCE)
Date: 05-2013
Publisher: Elsevier BV
Date: 08-2016
Publisher: Elsevier BV
Date: 2016
Publisher: American Geophysical Union (AGU)
Date: 09-2013
DOI: 10.1002/JGRC.20305
Publisher: American Geophysical Union (AGU)
Date: 06-2015
DOI: 10.1002/2015JC010760
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2016
Publisher: Cambridge University Press (CUP)
Date: 07-2006
Publisher: American Society of Civil Engineers (ASCE)
Date: 2000
Publisher: American Society of Civil Engineers
Date: 27-06-2014
Publisher: Springer Science and Business Media LLC
Date: 24-07-2018
Publisher: American Society of Civil Engineers
Date: 23-03-2001
DOI: 10.1061/40549(276)51
Publisher: Elsevier BV
Date: 10-2021
Publisher: American Society of Civil Engineers (ASCE)
Date: 08-2015
Publisher: American Geophysical Union (AGU)
Date: 07-06-2021
DOI: 10.1029/2020GL090775
Abstract: Coastal boulder deposits (CBD) provide what are sometimes the only remaining signatures of wave inundation on rocky coastlines in recent decades, CBD combined with initiation of motion (IoM) analyses have repeatedly been used as primary evidence to infer the existence of ancient tsunamis. However, IoM storm wave heights inferred by these studies have been shown to be highly inaccurate, bringing some inferences into question. This work develops a dimensionless framework to relate CBD properties with storm‐wave hindcasts and measurements, producing data‐driven relations between wave climate and boulder properties. We present an elevation‐density‐size‐inland distance‐wave height analysis for in idual storm‐transported boulders which delineates the dynamic space where storm‐wave CBD occur. Testing these new relations against presumed tsunami CBD demonstrates that some fall well within the capabilities of storm events, suggesting that some previous studies might be fruitfully reexamined within the context of this new framework.
Publisher: Springer Science and Business Media LLC
Date: 27-12-2012
Publisher: American Society of Civil Engineers (ASCE)
Date: 05-2011
Publisher: Elsevier BV
Date: 03-2001
Publisher: Wiley
Date: 20-10-2019
DOI: 10.1002/ESP.4684
Publisher: Elsevier BV
Date: 07-2014
Publisher: Elsevier BV
Date: 04-2001
Publisher: Frontiers Media SA
Date: 05-02-2020
Publisher: Elsevier
Date: 2003
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2000
Publisher: Elsevier BV
Date: 09-2014
Publisher: Elsevier BV
Date: 2003
Publisher: American Society of Civil Engineers (ASCE)
Date: 2010
No related grants have been discovered for Andrew Kennedy.