Zobrazeno 1 - 10
of 112
pro vyhledávání: '"Billy L Edge"'
Autor:
Cheryl Ann Blain, Antonio Bobet, JoAnn Browning, Billy L. Edge, William Holmes, David R. Johnson, Marti LaChance, Julio Ramirez, Ian Robertson, Tom Smith, Chris Thompson, Karina Vielma, Dan Zehner, Delong Zuo
Publikováno v:
Frontiers in Built Environment, Vol 6 (2020)
Since 2015, NHERI, or the Natural Hazards Engineering Research Infrastructure, began research operations supported by the United States National Science Foundation (NSF) as a distributed, multi-user national facility that provides the natural hazards
Externí odkaz:
https://doaj.org/article/0f6a1ccbfe8d4fdab2825b443082901d
Publikováno v:
Ocean Engineering. 183:332-349
This study presents a fully coupled numerical approach to study wave energy converters interaction with water waves. The open-source Smoothed Particle Hydrodynamics model GPUSPH is used to resolve wave dynamics and compute the hydrodynamic force on w
Autor:
William Holmes, JoAnn Browning, Dan Zehner, Antonio Bobet, Delong Zuo, David R. Johnson, Ian N. Robertson, Billy L. Edge, Christopher Thompson, Cheryl Ann Blain, Karina Vielma, Julio A. Ramirez, Marti LaChance, Thomas J. Smith
Publikováno v:
Frontiers in Built Environment, Vol 6 (2020)
Since 2015, NHERI, or the Natural Hazards Engineering Research Infrastructure, began research operations supported by the United States National Science Foundation (NSF) as a distributed, multi-user national facility that provides the natural hazards
Autor:
John Moyle, Lawrence H. Roth, Billy L. Edge, Carol Haddock, Barbara Whitten, Jessica Ludy, Robert G. Traver, Christine F. Andersen, Gerald E. Galloway, P. Kay Whitlock, John E. Durrant, Robert B. Gilbert, Lewis E. Link, David Fowler
Publikováno v:
Civil Engineering Magazine. 84:48-57
A large portion of the destruction from Hurricane Katrina in 2005 was caused not only by the storm itself but also by the storm’s exposure of engineering and engineering-related policy failures. ASCE’s Hurricane Katrina External Review Panel, whi
Autor:
Billy L. Edge, Kwang-Hyo Jung
Publikováno v:
International Journal of Ocean System Engineering. 2:37-49
An analysis of potential flooding by storm surge and wave run-up and overtopping can be used to evaluate protection afforded by the existing storm protection system. The analysis procedure can also be used to evaluate various protection alternatives
Evaluation of the Structure of Levee Transitions on Wave Run-Up and Overtopping by Physical Modeling
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 138:53-62
Coastal regions are continually plagued by high water levels induced by river flooding or hurricane-induced storm surge. As with any protective structure, it is essential to understand potential problematic locations that could result in structural f
Autor:
Francisco Olivera, Julie Dean. Rosati, Billy L. Edge, Jennifer L. Irish, Celso M. Ferreira, James M. Kaihatu, Lauren M. Dunkin, Ashley E Frey
Publikováno v:
Ocean & Coastal Management. 53:645-657
Hurricane flooding is a leading natural threat to coastal communities. Recent evidence of sea level rise coupled with potential future global warming indicate that sea level rise will accelerate and hurricanes may intensify over the coming decades. I
Autor:
Lauren M. Dunkin, James M. Kaihatu, Billy L. Edge, Jennifer L. Irish, Francisco Olivera, Celso M. Ferreira, Ashley E Frey
Publikováno v:
JAWRA Journal of the American Water Resources Association. 46:1049-1059
Frey, Ashley E., Francisco Olivera, Jennifer L. Irish, Lauren M. Dunkin, James M. Kaihatu, Celso M. Ferreira, and Billy L. Edge, 2010. Potential Impact of Climate Change on Hurricane Flooding Inundation, Population Affected and Property Damages in Co
Publikováno v:
Climatic Change. 104:575-597
Tens of millions of people around the world are already exposed to coastal flooding from tropical cyclones. Global warming has the potential to increase hurricane flooding, both by hurricane intensification and by sea level rise. In this paper, the i
Publikováno v:
Ocean Engineering. 37:104-113
Present criteria for acceptable grass covered levee overtopping are based on average overtopping values but do not include the effect of overtopping duration. This paper applies experimental steady state results for acceptable overtopping to the case