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Responses to Coastal Erosio in Alaska in a Changing Climate
Responses to Coastal Erosio in Alaska in a Changing Climate A Guide for Coastal Residents, Business and Resource Managers, Engineers, and Builders Orson P. Smith Mikal K. Hendee Responses to Coastal Erosio in Alaska in a Changing Climate A Guide for Coastal Residents, Business and Resource Managers, Engineers, and Builders Orson P. Smith Mikal K. Hendee Alaska Sea Grant College Program University of Alaska Fairbanks SG-ED-75 Elmer E. Rasmuson Library Cataloging in Publication Data: Smith, Orson P. Responses to coastal erosion in Alaska in a changing climate : a guide for coastal residents, business and resource managers, engineers, and builders / Orson P. Smith ; Mikal K. Hendee. – Fairbanks, Alaska : Alaska Sea Grant College Program, University of Alaska Fairbanks, 2011. p.: ill., maps ; cm. - (Alaska Sea Grant College Program, University of Alaska Fairbanks ; SG-ED-75) Includes bibliographical references and index. 1. Coast changes—Alaska—Guidebooks. 2. Shore protection—Alaska—Guidebooks. 3. Beach erosion—Alaska—Guidebooks. 4. Coastal engineering—Alaska—Guidebooks. I. Title. II. Hendee, Mikal K. III. Series: Alaska Sea Grant College Program, University of Alaska Fairbanks; SG-ED-75. TC330.S65 2011 ISBN 978-1-56612-165-1 doi:10.4027/rceacc.2011 © Alaska Sea Grant College Program, University of Alaska Fairbanks. All rights reserved. Credits This book, SG-ED-75, is published by the Alaska Sea Grant College Program, supported by the U.S. Department of Commerce, NOAA National Sea Grant Office, grant NA10OAR4170097, projects A/75-02 and A/161-02; and by the University of Alaska Fairbanks with state funds. Sea Grant is a unique partnership with public and private sectors combining research, education, and technology transfer for the public. -
Variations Aperiodic Extreme Sea Level in Cuba Under the Influence
Extreme non-regular sea level variations in Cuba under the influence of intense tropical cyclones. Item Type Journal Contribution Authors Hernández González, M. Citation Serie Oceanológica, (8). p. 13-24 Publisher Instituto de Oceanología Download date 02/10/2021 16:50:34 Link to Item http://hdl.handle.net/1834/4053 Serie Oceanológica. No. 8, 2011 ISSN 2072-800x Extreme non-regular sea level variations in Cuba under the influence of intense tropical cyclones. Variaciones aperiódicas extremas del nivel del mar en Cuba bajo la influencia de intensos ciclones tropicales. Marcelino Hernández González* *Institute of Oceanology. Ave. 1ra. No.18406 entre 184 y 186. Flores, Playa, Havana, Cuba. [email protected] ACKNOWLEDGEMENTS This work was sponsored by the scientific – technical service "Real Time Measurement and Transmission of Information. Development of Operational Oceanographic Products", developed at the Institute of Oceanology. The author wishes to thank Mrs. Martha M. Rivero Fernandez, from the Marine Information Service of the Institute of Oceanology, for her support in the translation of this article. Abstract This paper aimed at analyzing non-regular sea level variations of meteorological origin under the influence of six major tropical cyclones that affected Cuba, from sea level hourly height series in twelve coastal localities. As a result, it was obtained a characterization of the magnitude and timing of extreme sea level variations under the influence of intense tropical cyclones. Resumen El presente trabajo tuvo como objetivo analizar las variaciones aperiódicas del nivel del mar de origen meteorológico bajo la influencia de seis de los principales ciclones tropicales que han afectado a Cuba, a partir de series de alturas horarias del nivel del mar de doce localidades costeras. -
Hurricane and Tropical Storm
State of New Jersey 2014 Hazard Mitigation Plan Section 5. Risk Assessment 5.8 Hurricane and Tropical Storm 2014 Plan Update Changes The 2014 Plan Update includes tropical storms, hurricanes and storm surge in this hazard profile. In the 2011 HMP, storm surge was included in the flood hazard. The hazard profile has been significantly enhanced to include a detailed hazard description, location, extent, previous occurrences, probability of future occurrence, severity, warning time and secondary impacts. New and updated data and figures from ONJSC are incorporated. New and updated figures from other federal and state agencies are incorporated. Potential change in climate and its impacts on the flood hazard are discussed. The vulnerability assessment now directly follows the hazard profile. An exposure analysis of the population, general building stock, State-owned and leased buildings, critical facilities and infrastructure was conducted using best available SLOSH and storm surge data. Environmental impacts is a new subsection. 5.8.1 Profile Hazard Description A tropical cyclone is a rotating, organized system of clouds and thunderstorms that originates over tropical or sub-tropical waters and has a closed low-level circulation. Tropical depressions, tropical storms, and hurricanes are all considered tropical cyclones. These storms rotate counterclockwise in the northern hemisphere around the center and are accompanied by heavy rain and strong winds (National Oceanic and Atmospheric Administration [NOAA] 2013a). Almost all tropical storms and hurricanes in the Atlantic basin (which includes the Gulf of Mexico and Caribbean Sea) form between June 1 and November 30 (hurricane season). August and September are peak months for hurricane development. -
Fishing Pier Design Guidance Part 1
Fishing Pier Design Guidance Part 1: Historical Pier Damage in Florida Ralph R. Clark Florida Department of Environmental Protection Bureau of Beaches and Coastal Systems May 2010 Table of Contents Foreword............................................................................................................................. i Table of Contents ............................................................................................................... ii Chapter 1 – Introduction................................................................................................... 1 Chapter 2 – Ocean and Gulf Pier Damages in Florida................................................... 4 Chapter 3 – Three Major Hurricanes of the Late 1970’s............................................... 6 September 23, 1975 – Hurricane Eloise ...................................................................... 6 September 3, 1979 – Hurricane David ........................................................................ 6 September 13, 1979 – Hurricane Frederic.................................................................. 7 Chapter 4 – Two Hurricanes and Four Storms of the 1980’s........................................ 8 June 18, 1982 – No Name Storm.................................................................................. 8 November 21-24, 1984 – Thanksgiving Storm............................................................ 8 August 30-September 1, 1985 – Hurricane Elena ...................................................... 9 October 31, -
PNO-II-85-110:On 851119,Hurricane Kate Centered Slightly Inland Over
r ' [ , November 19, 1985 PRELIMINARY NOTIFICATION OF EVENT OR UNUSUAL OCCURRENCE PN0-II-85-110 This preliminary notification constitutes EARLY notice of events of POSSIBLE safety or public interest significance. The information is as initially received without verifi- cation or evaluation, and is basically all that is known by the Region II staff on this date. FACILITY: Florida Power & Light Company Licensee Emergency Classification: Turkey Point Units 1 & 2 X Notification of Unusual Event Docket No's: 50-250/251 Alert Homestead, Florida Site Area Emergency St. Lucie Units 1 & 2 General Emergency Docket No's: 50-335/389 Not Applicable Ft. Pierce, Florida Florida Power Corporation Crystal River Unit 3 Docket No: 50-302 Crystal River, Florida SUBJECT: ACTIONS IN RESPONSE TO HURRICANE KATE As of 8 a.m. (EST) today, Hurricane Kate was centered near latitude 22.7 north and longitude 80.5 west. This position is slightly inland over north central Cuba, about 150 miles south of Key West, Florida. It is moving westward at near 20 miles per hour. On this course, Kate will continue moving over central and western Cuba before entering the Gulf of Mexico. Hurricane warnings have been lifted over mainland Florida except in the middle and lower keys. Gusts in squalls over portions of the mainland are expected to exceed 50 miles per hour with hurricane force winds being limited to the Florida keys. Both Florida Power & Light Company and Florida Power Corporation have been following the course of the storm and are taking appropriate actions. Both Turkey Point units continue to operate at 100 percent power. -
Remote Sensing-Based Flood Mapping and Flood Hazard Assessment in Haiti
www.dartmouth.edu/~floods/ csdms.colorado.edu Remote Sensing-based Flood Mapping and Flood Hazard Assessment in Haiti “Rebuilding for Resilience: How Science and Engineering Can Inform Haiti's Reconstruction, March 22 - March 23, 2010, University of Miami - Coral Gables, FL Prof. G. Robert Brakenridge Dartmouth Flood Observatory, Dartmouth College, and Visiting Scientist, Community Surface Dynamics Modeling System, University of Colorado Dr. Scott D. Peckham (Presenter) Community Surface Dynamics Modeling System, University of Colorado 1) Floods commonly produce catastrophic damage in Haiti 2) Not all such floods are from tropical cyclones On May 18-25, 2004, a low-pressure system originating from Central America brought exceptionally heavy showers and thunderstorms to Haiti and the Dominican Republic. Rainfall amounts exceeded 500 mm (19.7 inches) across the border areas of Haiti and the Dominican Republic At the town of Jimani, DR, 250 mm (10 inches) of rain fell in just 24 hours. NASA Tropical Rainfall Measuring Mission (TRMM) data. Lethal Major Floods in the Dominican Republic / Haiti are a Near-Annual Event The Dartmouth Flood Observatory data archive dates back to 1985. Between 1986 and early 2004 (prior to Hurricane Jeanne in November), at least, fourteen lethal events impacted the island, including: Year Month Casualties 1986 early June >39 1986 late October 40 1988 early September - Hurricane Gilbert 237 1993 late May 20 1994 early November – Hurricane Gordon >1000 1996 mid November 18 1998 Late August – Hurricane Gustaf >22 1998 late September - Hurricane Georges >400 1999 late October - Hurricane Jose 4 2001 mid-May 15 2002 late May 30 2003 early December - Tropical Storm Odette 8 2003 mid-November 10 2004 late May >2000 NASA’s two MODIS sensors, Aqua and Terra, are an important flood mapping tool: • Visible and near IR spectral bands provide excellent land/water discrimination over wide areas. -
Hurricane & Tropical Storm
5.8 HURRICANE & TROPICAL STORM SECTION 5.8 HURRICANE AND TROPICAL STORM 5.8.1 HAZARD DESCRIPTION A tropical cyclone is a rotating, organized system of clouds and thunderstorms that originates over tropical or sub-tropical waters and has a closed low-level circulation. Tropical depressions, tropical storms, and hurricanes are all considered tropical cyclones. These storms rotate counterclockwise in the northern hemisphere around the center and are accompanied by heavy rain and strong winds (NOAA, 2013). Almost all tropical storms and hurricanes in the Atlantic basin (which includes the Gulf of Mexico and Caribbean Sea) form between June 1 and November 30 (hurricane season). August and September are peak months for hurricane development. The average wind speeds for tropical storms and hurricanes are listed below: . A tropical depression has a maximum sustained wind speeds of 38 miles per hour (mph) or less . A tropical storm has maximum sustained wind speeds of 39 to 73 mph . A hurricane has maximum sustained wind speeds of 74 mph or higher. In the western North Pacific, hurricanes are called typhoons; similar storms in the Indian Ocean and South Pacific Ocean are called cyclones. A major hurricane has maximum sustained wind speeds of 111 mph or higher (NOAA, 2013). Over a two-year period, the United States coastline is struck by an average of three hurricanes, one of which is classified as a major hurricane. Hurricanes, tropical storms, and tropical depressions may pose a threat to life and property. These storms bring heavy rain, storm surge and flooding (NOAA, 2013). The cooler waters off the coast of New Jersey can serve to diminish the energy of storms that have traveled up the eastern seaboard. -
Florida Hurricanes and Tropical Storms
FLORIDA HURRICANES AND TROPICAL STORMS 1871-1995: An Historical Survey Fred Doehring, Iver W. Duedall, and John M. Williams '+wcCopy~~ I~BN 0-912747-08-0 Florida SeaGrant College is supported by award of the Office of Sea Grant, NationalOceanic and Atmospheric Administration, U.S. Department of Commerce,grant number NA 36RG-0070, under provisions of the NationalSea Grant College and Programs Act of 1966. This information is published by the Sea Grant Extension Program which functionsas a coinponentof the Florida Cooperative Extension Service, John T. Woeste, Dean, in conducting Cooperative Extensionwork in Agriculture, Home Economics, and Marine Sciences,State of Florida, U.S. Departmentof Agriculture, U.S. Departmentof Commerce, and Boards of County Commissioners, cooperating.Printed and distributed in furtherance af the Actsof Congressof May 8 andJune 14, 1914.The Florida Sea Grant Collegeis an Equal Opportunity-AffirmativeAction employer authorizedto provide research, educational information and other servicesonly to individuals and institutions that function without regardto race,color, sex, age,handicap or nationalorigin. Coverphoto: Hank Brandli & Rob Downey LOANCOPY ONLY Florida Hurricanes and Tropical Storms 1871-1995: An Historical survey Fred Doehring, Iver W. Duedall, and John M. Williams Division of Marine and Environmental Systems, Florida Institute of Technology Melbourne, FL 32901 Technical Paper - 71 June 1994 $5.00 Copies may be obtained from: Florida Sea Grant College Program University of Florida Building 803 P.O. Box 110409 Gainesville, FL 32611-0409 904-392-2801 II Our friend andcolleague, Fred Doehringpictured below, died on January 5, 1993, before this manuscript was completed. Until his death, Fred had spent the last 18 months painstakingly researchingdata for this book. -
Appendix 8 Hazard Analysis
Appendix 8 Hazard Analysis Introduction This appendix includes several components. First is an overall discussion of the Hazard Analysis modeling effort, describing the surge (ADCIRC) and wave (WAM, STWAVE) modeling. That first section is followed by a subsidiary section labeled Appendix 8-1 that defines the many acronyms used in the modeling discussion. This is followed by a major section labeled Appendix 8-2 consisting of the Whitepaper of Donald T. Resio, ERDC-CHL, which forms the basis of the storm statistics and JPM methods discussed in the main body of the report. Owing to its prominence in the discussion, it has, for convenience, been referred to as R2007. Note that R2007, itself, includes several appendices; these are identified as Appendices A-G within Appendix 8-2. Finally, a discussion of the rainfall model is included here as Appendix 8-3. Hazard Analysis The hazard analysis required for the risk assessment was based upon the hurricane modeling conducted by a team of Corps of Engineers, FEMA, NOAA, private sector and academic researchers working toward the definition of a new system for estimating hurricane surges and waves. Following is a discussion of the processes used by this team and the steps taken by the risk team to incorporate the results into the risk analysis. The hurricane hazard definition required as input to the risk analysis involved several steps: 1. Selection of the methodology to be used for estimating surges and waves 2. Determination of hurricane probabilities 3. Production of the ADCIRC grid models for the different HPS configurations. 4. Production of the computer system for development of the large number of hydrographs required by the risk model. -
Coastal Erosion
Guidance for Flood Risk Analysis and Mapping Coastal Erosion February 2018 Requirements for the Federal Emergency Management Agency (FEMA) Risk Mapping, Assessment, and Planning (Risk MAP) Program are specified separately by statute, regulation, or FEMA policy (primarily the Standards for Flood Risk Analysis and Mapping). This document provides guidance to support the requirements and recommends approaches for effective and efficient implementation. Alternate approaches that comply with all requirements are acceptable. For more information, please visit the FEMA Guidelines and Standards for Flood Risk Analysis and Mapping webpage (www.fema.gov/guidelines-and-standards-flood-risk-analysis-and- mapping). Copies of the Standards for Flood Risk Analysis and Mapping policy, related guidance, technical references, and other information about the guidelines and standards development process are all available here. You can also search directly by document title at www.fema.gov/library. Coastal Erosion February 2018 Guidance Document 40 Page i Document History Affected Section or Date Description Subsection Sections 2.1.1.1 and February Replaced Figures 2.1.1-1, 2.1.1-2, and 2.1.1-3 to contain 2.1.1.2 2018 correct reference to water level above which Primary Frontal Dune reservoir volume is determined. Coastal Erosion February 2018 Guidance Document 40 Page ii Table of Contents 1.0 Overview ............................................................................................................................ 1 1.1 Beach and Shoreline Settings ........................................................................................ 2 1.1.1 Sandy Beach Backed by High Sand Dune: ............................................................. 3 1.1.2 Sandy Beach Backed by Low Sand Dune Berm: .................................................... 4 1.1.3 Sandy Beach Backed by Shore Protection Structure: ............................................. 4 1.1.4 Mixed Grain Size Beach ......................................................................................... -
10.7 Positive Feedback Regimes During Tropical Cyclone Passage
10.7 POSITIVE FEEDBACK REGIMES DURING TROPICAL CYCLONE PASSAGE Lynn K. Shay Division of Meteorology and Physical Oceanography Rosenstiel School of Marine and Atmospheric Science University of Miami 1. INTRODUCTION Coupled oceanic and atmospheric models to accurately predict hurricane intensity and structure change will eventually be used to issue forecasts to the public who increasingly rely on the most advanced weather forecasting systems to prepare for landfall. Early ocean-atmosphere studies have emphasized the negative feedback between tropical cyclones and the ocean due to the cold wake beginning in back of the eye (Chang and Anthes 1978; Price 1981; Shay et al. 1992). The extent of this cooling in the cold wake is a function of vertical current shears (known as entrainment heat flux) that reduce the Richardson numbers to below criticality and subsequently cools and deepens the oceanic mixed layer (OML) through vigorous mixing. Notwithstanding, early studies did not consider the relative importance of deep, warm OML associated with Caribbean Current, Loop Current, Florida Current, Gulf Stream and the warm eddy field. Since pre-existing ocean current structure advects deep, warm thermal layers, cooling induced by these physical Figure 1: a) Hurricane image and b) a cartoon showing processes (Fig.~1) is considerably less (e.g. less physical processes forced by hurricane winds. negative feedback) as more turbulent-induced mixing is required to cool and deepen the OML. Central to the and Airborne eXpendable Bathythermographs deployed atmospheric response is the amount of heat in the OML during a joint NSF/NOAA experiment from several or ocean heat content (OHC) relative to the depth of the aircraft flights in hurricanes Isidore and Lili (2002) are o 26 C isotherm (Leipper and Volgenau 1972). -
A Case Study of the Holly Beach Breakwater System Andrew Keane Woodroof Louisiana State University and Agricultural and Mechanical College, [email protected]
Louisiana State University LSU Digital Commons LSU Master's Theses Graduate School 2012 Determining the performance of breakwaters during high energy events: a case study of the Holly Beach breakwater system Andrew Keane Woodroof Louisiana State University and Agricultural and Mechanical College, [email protected] Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_theses Part of the Civil and Environmental Engineering Commons Recommended Citation Woodroof, Andrew Keane, "Determining the performance of breakwaters during high energy events: a case study of the Holly Beach breakwater system" (2012). LSU Master's Theses. 2184. https://digitalcommons.lsu.edu/gradschool_theses/2184 This Thesis is brought to you for free and open access by the Graduate School at LSU Digital Commons. It has been accepted for inclusion in LSU Master's Theses by an authorized graduate school editor of LSU Digital Commons. For more information, please contact [email protected]. DETERMINING THE PERFORMANCE OF BREAKWATERS DURING HIGH ENERGY EVENTS: A CASE STUDY OF THE HOLLY BEACH BREAKWATER SYSTEM A Thesis Submitted to the Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College In partial fulfillment of the Requirements for the degree of Master of Science in The Department of Civil and Environmental Engineering by Andrew K. Woodroof B.S., Louisiana State University, 2008 December 2012 ACKNOWLEDGEMENTS First and foremost, I would like to express my love and passion for the infinite beauty of south Louisiana. The vast expanse of wetlands, coastlines, and beaches in south Louisiana harbors people, industry, natural resources, recreation, and wildlife that is truly special. The intermingling of these components creates a multitude of unique cultures with such pride, passion, and zest for life that makes me thankful every day that I can enjoy the bounty of this region.