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Observed Hurricane Wind Speed Asymmetries and Relationships to Motion and Environmental Shear
1290 MONTHLY WEATHER REVIEW VOLUME 142 Observed Hurricane Wind Speed Asymmetries and Relationships to Motion and Environmental Shear ERIC W. UHLHORN NOAA/AOML/Hurricane Research Division, Miami, Florida BRADLEY W. KLOTZ Cooperative Institute for Marine and Atmospheric Studies, Rosenstiel School of Marine and Atmospheric Science, University of Miami, Miami, Florida TOMISLAVA VUKICEVIC,PAUL D. REASOR, AND ROBERT F. ROGERS NOAA/AOML/Hurricane Research Division, Miami, Florida (Manuscript received 6 June 2013, in final form 19 November 2013) ABSTRACT Wavenumber-1 wind speed asymmetries in 35 hurricanes are quantified in terms of their amplitude and phase, based on aircraft observations from 128 individual flights between 1998 and 2011. The impacts of motion and 850–200-mb environmental vertical shear are examined separately to estimate the resulting asymmetric structures at the sea surface and standard 700-mb reconnaissance flight level. The surface asymmetry amplitude is on average around 50% smaller than found at flight level, and while the asymmetry amplitude grows in proportion to storm translation speed at the flight level, no significant growth at the surface is observed, contrary to conventional assumption. However, a significant upwind storm-motion- relative phase rotation is found at the surface as translation speed increases, while the flight-level phase remains fairly constant. After removing the estimated impact of storm motion on the asymmetry, a significant residual shear direction-relative asymmetry is found, particularly at the surface, and, on average, is located downshear to the left of shear. Furthermore, the shear-relative phase has a significant downwind rotation as shear magnitude increases, such that the maximum rotates from the downshear to left-of-shear azimuthal location. -
And Hurricane Michael (2018)
This work was written as part of one of the author's official duties as an Employee of the United States Government and is therefore a work of the United States Government. In accordance with 17 U.S.C. 105, no copyright protection is available for such works under U.S. Law. Access to this work was provided by the University of Maryland, Baltimore County (UMBC) ScholarWorks@UMBC digital repository on the Maryland Shared Open Access (MD-SOAR) platform. Please provide feedback Please support the ScholarWorks@UMBC repository by emailing [email protected] and telling us what having access to this work means to you and why it’s important to you. Thank you. atmosphere Article Understanding the Role of Mean and Eddy Momentum Transport in the Rapid Intensification of Hurricane Irma (2017) and Hurricane Michael (2018) Alrick Green 1, Sundararaman G. Gopalakrishnan 2, Ghassan J. Alaka, Jr. 2 and Sen Chiao 3,* 1 Atmospheric Physics, University of Maryland, Baltimore County, Baltimore, MD 21250, USA; [email protected] 2 Hurricane Research Division, NOAA/AOML, Miami, FL 33149, USA; [email protected] (S.G.G.); [email protected] (G.J.A.) 3 Department of Meteorology and Climate Science, San Jose State University, San Jose, CA 95192, USA * Correspondence: [email protected]; Tel.: +1-408-924-5204 Abstract: The prediction of rapid intensification (RI) in tropical cyclones (TCs) is a challenging problem. In this study, the RI process and factors contributing to it are compared for two TCs: an axis-symmetric case (Hurricane Irma, 2017) and an asymmetric case (Hurricane Michael, 2018). -
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. -
CCRIFSPC Journey Through T
CCRIF receives the ‘Reinsurance Initiative of the Year’ Award for the reinsurance initiative that generated the most promising CARICOM Heads of Government approach change to a signifi cant area of the World Bank for assistance to design business – the award was offered and implement a cost-effective risk transfer by The Review, the leading programme for member governments magazine of the international reinsurance industry Hurricane Ivan causes CCRIF makes payout to Turks and billions of dollars of losses Caicos Islands for Hurricane Ike across the Caribbean CCRIF makes the Real-Time Forecasting System (RTFS) available CCRIF is named to members for the fi rst ‘Transaction of time – each year it is the Year’ at the available to members Insurance Day at the beginning of London Market the Atlantic Hurricane Awards Season 2007 2004 2008 The Caribbean Catastrophe Risk Insurance Facility is formed as the fi rst multi-country, multi-peril pooled catastrophe risk insurance facility in the world A Multi-donor Trust Fund (MDTF) is established to support CCRIF’s initial operations CCRIF signs fi rst MOU with the Caribbean Institute CCRIF provides tropical cyclone (hurricane) and earthquake for Meteorology and Hydrology (CIMH) – over the coverage to 16 Caribbean member governments years, CCRIF has signed MOUs with the Caribbean Community Climate Change Centre (CCCCC), United Nations Economic Commission for Latin America and the Caribbean (ECLAC), Caribbean Disaster Emergency Management Agency (CDEMA), Inter- American Development Bank (IDB), University -
Hurricane Eyewall Slope As Determined from Airborne Radar Reflectivity Data: Composites and Case Studies
368 WEATHER AND FORECASTING VOLUME 28 Hurricane Eyewall Slope as Determined from Airborne Radar Reflectivity Data: Composites and Case Studies ANDREW T. HAZELTON AND ROBERT E. HART Department of Earth, Ocean, and Atmospheric Science, The Florida State University, Tallahassee, Florida (Manuscript received 19 April 2012, in final form 6 December 2012) ABSTRACT Understanding and predicting the evolution of the tropical cyclone (TC) inner core continues to be a major research focus in tropical meteorology. Eyewall slope and its relationship to intensity and intensity change is one example that has been insufficiently studied. Accordingly, in this study, radar reflectivity data are used to quantify and analyze the azimuthal average and variance of eyewall slopes from 124 flight legs among 15 Atlantic TCs from 2004 to 2011. The slopes from each flight leg are averaged into 6-h increments around the best-track times to allow for a comparison of slope and best-track intensity. A statistically significant re- lationship is found between both the azimuthal mean slope and pressure and between slope and wind. In addition, several individual TCs show higher correlation between slope and intensity, and TCs with both relatively high and low correlations are examined in case studies. In addition, a correlation is found between slope and radar-based eye size at 2 km, but size shows little correlation with intensity. There is also a tendency for the eyewall to tilt downshear by an average of approximately 108. In addition, the upper eyewall slopes more sharply than the lower eyewall in about three-quarters of the cases. Analysis of case studies discusses the potential effects on eyewall slope of both inner-core and environmental processes, such as vertical shear, ocean heat content, and eyewall replacement cycles. -
1St View 1 January 2011
1ST VIEW 1 January 2011 Page TABLE OF CONTENTS RENEWALS – 1 January 2011 Introduction 3 Casualty Territory and Comments 4 Rates 6 Specialties Line of Business and Comments 6 Rates 8 Property Territory and Comments 9 Rates Rate Graphs 3 Capital Markets Comments 5 Workers’ Compensation Territory and Comments 5 Rates 5 1st View This thrice yearly publication delivers the very first view on current market conditions to our readers. In addition to real-time Event Reports, our clients receive our daily news brief, Willis Re Rise ’ n shinE, periodic newsletters, white papers and other reports. Willis Re Global resources, local delivery For over 00 years, Willis Re has proudly served its clients, helping them obtain better value solutions and make better reinsurance decisions. As one of the world’s premier global reinsurance brokers, with 40 locations worldwide, Willis Re provides local service with the full backing of an integrated global reinsurance broker. © Copyright 00 Willis Limited / Willis Re Inc. All rights reserved: No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, whether electronic, mechanical, photocopying, recording, or otherwise, without the permission of Willis Limited / Willis Re Inc. Some information contained in this report may be compiled from third party sources we consider to be reliable; however, we do not guarantee and are not responsible for the accuracy of such. This report is for general guidance only, is not intended to be relied upon, and action based on or in connection with anything contained herein should not be taken without first obtaining specific advice. -
Natural Disasters in Latin America and the Caribbean
NATURAL DISASTERS IN LATIN AMERICA AND THE CARIBBEAN 2000 - 2019 1 Latin America and the Caribbean (LAC) is the second most disaster-prone region in the world 152 million affected by 1,205 disasters (2000-2019)* Floods are the most common disaster in the region. Brazil ranks among the 15 548 On 12 occasions since 2000, floods in the region have caused more than FLOODS S1 in total damages. An average of 17 23 C 5 (2000-2019). The 2017 hurricane season is the thir ecord in terms of number of disasters and countries affected as well as the magnitude of damage. 330 In 2019, Hurricane Dorian became the str A on STORMS record to directly impact a landmass. 25 per cent of earthquakes magnitude 8.0 or higher hav S America Since 2000, there have been 20 -70 thquakes 75 in the region The 2010 Haiti earthquake ranks among the top 10 EARTHQUAKES earthquak ory. Drought is the disaster which affects the highest number of people in the region. Crop yield reductions of 50-75 per cent in central and eastern Guatemala, southern Honduras, eastern El Salvador and parts of Nicaragua. 74 In these countries (known as the Dry Corridor), 8 10 in the DROUGHTS communities most affected by drought resort to crisis coping mechanisms. 66 50 38 24 EXTREME VOLCANIC LANDSLIDES TEMPERATURE EVENTS WILDFIRES * All data on number of occurrences of natural disasters, people affected, injuries and total damages are from CRED ME-DAT, unless otherwise specified. 2 Cyclical Nature of Disasters Although many hazards are cyclical in nature, the hazards most likely to trigger a major humanitarian response in the region are sudden onset hazards such as earthquakes, hurricanes and flash floods. -
The State of Florida Hazard Mitigation Plan State of Florida Department Of
The State of Florida Hazard Mitigation Plan State of Florida Department of Community Affairs Division of Emergency Management December, 2003 VISION and MISSION STATEMENT VISION: Florida will be a disaster resistant and resilient state, where hazard vulnerability reduction is standard practice in both the government and private sectors. MISSION: Ensure that the residents, visitors and businesses in Florida are safe and secure from natural, technological and human induced hazards by reducing the risk and vulnerability before disasters happen, through state agencies and local community communication, citizen education, coordination with partners, aggressive research and data analysis. Florida Enhanced Hazard Mitigation Plan TABLE OF CONTENTS INTRODUCTION 1.0 PREREQUISITES 1.1 PLAN ADOPTION 1.2 COMPLIANCE WITH FEDERAL LAWS AND REGULATIONS 2.0 PLANNING PROCESS 2.1 DOCUMENTATION OFTHE PLANNING PROCESS 2.2 COORDINATION AMONG AGENCIES 2.3 INTEGRATION WITH OTHER PLANNING EFFORTS 3.0 RISK ASSESSMENT 3.1 IDENTIFYING HAZARDS 3.2 PROFILING HAZARD EVENTS 3.3 ASSESSING VULNERABILITY BY JURISDICTION 3.4 ASSESSING VULNERABILITY OF STATE FACILITIES 3.5 ESTMATING POTENTIAL LOSSES BY JURISDICTION 3.6 ESTIMATING POTENTIAL LOSSES OF STATE FACILITIES 4.0 THE COMPREHENSIVE STATE HAZARD MITIGATION PROGRAM 4.1 STATE MITIGATION STRATEGY 4.2 STATE CAPABILITY ASSESSMENT 4.3 LOCAL CAPABILITY ASSESSMENT 4.4 MITIGATION MEASURES 4.5 FUNDING SOURCES 5.0 LOCAL MITIGATION PLANNING COORDINATION 5.1 LOCAL FUNDING AND TECHNICAL ASSISTANCE 5.2 LOCAL PLAN INTEGRATION 5.3 PRIORITIZING LOCAL ASSISTANCE 6.0 PLAN MAINTENANCE PROCEDURES 6.1 MONITORING, EVALUATING AND UPDATING THE PLAN 6.2 MONITORING PROGRESS OF MITIGATION ACTIVITIES 7.0 THE ENHANCED PLAN 7.1 PROJECT IMPLEMENTATION 7.2 PROGRAM MANAGEMENT Agency Appendix SHMPAC Appendix Federal Funding Sources Appendix INTRODUCTION Section 322 of the Robert T. -
RA IV Hurricane Committee Thirty-Third Session
dr WORLD METEOROLOGICAL ORGANIZATION RA IV HURRICANE COMMITTEE THIRTYTHIRD SESSION GRAND CAYMAN, CAYMAN ISLANDS (8 to 12 March 2011) FINAL REPORT 1. ORGANIZATION OF THE SESSION At the kind invitation of the Government of the Cayman Islands, the thirtythird session of the RA IV Hurricane Committee was held in George Town, Grand Cayman from 8 to 12 March 2011. The opening ceremony commenced at 0830 hours on Tuesday, 8 March 2011. 1.1 Opening of the session 1.1.1 Mr Fred Sambula, Director General of the Cayman Islands National Weather Service, welcomed the participants to the session. He urged that in the face of the annual recurrent threats from tropical cyclones that the Committee review the technical & operational plans with an aim at further refining the Early Warning System to enhance its service delivery to the nations. 1.1.2 Mr Arthur Rolle, President of Regional Association IV (RA IV) opened his remarks by informing the Committee members of the national hazards in RA IV in 2010. He mentioned that the nation of Haiti suffered severe damage from the earthquake in January. He thanked the Governments of France, Canada and the United States for their support to the Government of Haiti in providing meteorological equipment and human resource personnel. He also thanked the Caribbean Meteorological Organization (CMO), the World Meteorological Organization (WMO) and others for their support to Haiti. The President spoke on the changes that were made to the hurricane warning systems at the 32 nd session of the Hurricane Committee in Bermuda. He mentioned that the changes may have resulted in the reduced loss of lives in countries impacted by tropical cyclones. -
Summary of 2010 Atlantic Seasonal Tropical Cyclone Activity and Verification of Author's Forecast
SUMMARY OF 2010 ATLANTIC TROPICAL CYCLONE ACTIVITY AND VERIFICATION OF AUTHOR’S SEASONAL AND TWO-WEEK FORECASTS The 2010 hurricane season had activity at well above-average levels. Our seasonal predictions were quite successful. The United States was very fortunate to have not experienced any landfalling hurricanes this year. By Philip J. Klotzbach1 and William M. Gray2 This forecast as well as past forecasts and verifications are available via the World Wide Web at http://hurricane.atmos.colostate.edu Emily Wilmsen, Colorado State University Media Representative, (970-491-6432) is available to answer various questions about this verification. Department of Atmospheric Science Colorado State University Fort Collins, CO 80523 Email: [email protected] As of 10 November 2010* *Climatologically, about two percent of Net Tropical Cyclone activity occurs after this date 1 Research Scientist 2 Professor Emeritus of Atmospheric Science 1 ATLANTIC BASIN SEASONAL HURRICANE FORECASTS FOR 2010 Forecast Parameter and 1950-2000 Climatology 9 Dec 2009 Update Update Update Observed (in parentheses) 7 April 2010 2 June 2010 4 Aug 2010 2010 Total Named Storms (NS) (9.6) 11-16 15 18 18 19 Named Storm Days (NSD) (49.1) 51-75 75 90 90 88.25 Hurricanes (H) (5.9) 6-8 8 10 10 12 Hurricane Days (HD) (24.5) 24-39 35 40 40 37.50 Major Hurricanes (MH) (2.3) 3-5 4 5 5 5 Major Hurricane Days (MHD) (5.0) 6-12 10 13 13 11 Accumulated Cyclone Energy (ACE) (96.2) 100-162 150 185 185 163 Net Tropical Cyclone Activity (NTC) (100%) 108-172 160 195 195 195 Note: Any storms forming after November 10 will be discussed with the December forecast for 2011 Atlantic basin seasonal hurricane activity. -
Layout 1 (Page 6)
Hurricane History in North Carolina ashore. Dennis made landfall just below hurricane strength nine inches THE EXPRESS • November 29, 2017 • Page 6 at Cape Lookout on Sept. 4. The storm then moved of rain on the capitol city. Major wind damage and flood- North Carolina is especially at risk of a hurricane hitting through eastern and central North Carolina. It dumped 10 ing were reported along the North Carolina coast. Major the state. Below is a list of tropical storms and hurricanes to 15 inches of rain, causing a lot of flooding in southeastern damage was reported inland through Raleigh. Damages that have caused problems in the state in recent years. North Carolina. Because the storm had stayed off the coast topped $5 billion. Thirty-seven people died from Fran. 2011 Hurricane Irene – August 27. Hurricane Irene for many days, there was a lot of beach erosion and damage 1993 Hurricane Emily - August 31. Hurricane Emily made landfall near Cape Lookout as a Category 1. It to coastal highways. Residents of Hatteras and Ocracoke Is- came ashore as a Category 3 hurricane, but the 30-mile- brought two to four feet of storm surge along parts of the lands were stranded for many days due to damage to High- wide eye stayed just offshore of Cape Hatteras. Damage Outer Banks and up to 15 feet along parts of the Pamlico way 12. Two traffic deaths were credited to the storm. estimates were nearly $13 million. No lives were lost. Sound. Irene caused seven deaths and prompted more • Hurricane Floyd - September 16. -
Hurricane Earl (1998) Case Study
1910 MONTHLY WEATHER REVIEW VOLUME 131 The In¯uence of the Downstream State on Extratropical Transition: Hurricane Earl (1998) Case Study R. MCTAGGART-COWAN,J.R.GYAKUM, AND M. K. YAU Department of Atmospheric and Oceanic Sciences, McGill University, Montreal, Quebec, Canada (Manuscript received 12 June 2002, in ®nal form 18 March 2003) ABSTRACT The multitude of tropical±extratropical interactions that occur during an extratropical transition (ET) complicate the prediction and diagnosis of these extreme events. This study focuses on the analysis of a double ET and reintensi®cation event that took place between 5 and 7 September 1998. Ex-Hurricanes Earl and Danielle reintensi®ed rapidly over the western and eastern North Atlantic, respectively. A set of simulations designed to test the sensitivity of Earl's ET to features in the downstream state was run using a set of idealizations for a numerical model's initial and boundary conditions downstream of ex-Hurricane Earl. Dynamic tropopause anal- yses and the ``PV thinking'' paradigm applied under the Eady model highlight important developmental and structural differences between the tests. In fact, two distinct solution modes are diagnosed both in the control and in the sensitivity tests. Earl's ET proceeds according to a ``baroclinic mode'' of redevelopment, whereas Danielle displays distinct ``tropical mode'' ET signatures throughout the period of investigation. The presence of a strong zonal jet immediately downstream of the transitioning cyclone is found to be suf®cient to induce a baroclinic mode of redevelopment characterized by cyclonic potential vorticity rollup and strong near-surface frontogenesis. Under the in¯uence of an upstream jet in isolation, the reintensi®cation takes on distinctly tropical characteristics as the enhanced northward intrusion of warm, moist air ahead of the system creates a local environment favorable for a tropical mode of redevelopment.