Download e-book for iPad: Hurricane Katrina damage assessment : Louisiana, Alabama, by Stephen A. Curtis

By Stephen A. Curtis

ISBN-10: 0784409315

ISBN-13: 9780784409312

''Hurricane Katrina harm Assessment'' brings jointly the result of a entire overview led by means of ASCE's Coasts, Oceans, Ports, and Rivers Institute (COPRI). This committee document assesses the geographical effect of the storm upon coastal, port, harbor, and marine infrastructure, together with levees. significantly, COPRI's file bargains ''lessons learned'' for the security of current average coastal obstacles, re-establishment of misplaced traditional coastal obstacles, and layout of destiny coastal infrastructure to resist hurricane occasions of Katrina's significance. An enlightening learn, ''Hurricane Katrina harm Assessment'' may be of curiosity to coastal engineers and someone occupied with traditional catastrophe administration and prevention

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Extra info for Hurricane Katrina damage assessment : Louisiana, Alabama, and Mississippi ports and coasts

Example text

18 NGVD 1984) offshore and Zone V14 (El. 16 NGVD 1984) along beach front Actual Storm Surge: 28 feet (Preliminary Finding) Date of Survey: 04 October 2005 The survey team looked at two bridges in this area, both part of Route 90. 5 miles from St. Louis Bay. The first span of the west bound lanes was completely displaced off of the concrete pile cap/concrete pile foundation (Photograph PC_1). The east bound lane had been moved laterally several inches (Photograph PC_2). The concrete pile caps and concrete piles appeared to be undamaged (Photographs PC_3 and PC_4).

Strong structure to foundation connections must be used to prevent structural detachment from foundations, while the foundation is still intact. Heavy concrete piers performed well. In one case, the concrete utility trench covers were floated out of position by the rising surge, which may have helped relieve the upward surge pressure on the structure. At the President Casino Broadwater Marina, deteriorated connections contributed to the progressive failure of the canopy’s and impact damage to the piers and docks.

1. 10” W FIRM Storm Surge: Zone V13 (El. 18 NGVD 1984) offshore and Zone V14 (El. 16 NGVD 1984) along beach front Actual Storm Surge: 28 feet (Preliminary Finding) Date of Survey: 04 October 2005 The survey team looked at two bridges in this area, both part of Route 90. 5 miles from St. Louis Bay. The first span of the west bound lanes was completely displaced off of the concrete pile cap/concrete pile foundation (Photograph PC_1). The east bound lane had been moved laterally several inches (Photograph PC_2).

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Hurricane Katrina damage assessment : Louisiana, Alabama, and Mississippi ports and coasts by Stephen A. Curtis


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