Executive Summary of South Carolina Hurricanes
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Hurricane Turns Aurora and District Into a Lake
FEATURING A SPECIAL GUEST SPEAKER WineWine FROM DineDineBERINGER VINEYARDS & R.S.V.P. & 905-773-9329 as space is limited PRICE $65.00 Aurora’s Community Newspaper PRICE $65.00 PER PERSON + TAX & GRATUITY OCTOBER 28TH 7 pm sharp 49 North Lake Road Oak Ridges Vol. 3 No. 1 Week of October 15, 2002 905-727-3300 Renaming policy sacked by council in a recorded vote The controversial Public on July 11 the committee Facilities Renaming Policy pre- approved the draft policy and it pared by the Leisure Services was presented to council for Advisory Committee was back adoption. before Aurora Council last week A week later, the issue was but this time it was defeated on a deferred to the September 17 4-3 recorded vote. general committee meeting and Two councillors who had indicat- staff were directed to obtain public ed earlier support of the proposal opinion regarding the draft policy. were absent when the vote was Eight replies were received from taken. citizens with the majority opposed The issue was brought about to a renaming policy. some time ago when a request There was a controversial debate was received to change the name at the September 17th general of Willow Creek Park to Elizabeth committee meeting and a motion Hader Park, as a tribute to a by Councillor John West to, in young Aurora girl who lost her life effect, leave things alone was in a horseback riding tragedy. defeated. Her death brought about A follow-up motion by Councillor changes in legislation requiring Evelina MacEachern and second- stricter controls for riding stables ed by Councillor David Griffith (the in hopes that such action would two absent from last week's meet- prevent similar-type accidents. -
Hurricane Outer Rainband Mesovortices
Presented at the 24th Conference on Hurricanes and Tropical Meteorology, Ft. Lauderdale, FL, May 31 2000 EXAMINING THE PRE-LANDFALL ENVIRONMENT OF MESOVORTICES WITHIN A HURRICANE BONNIE (1998) OUTER RAINBAND 1 2 2 1 Scott M. Spratt , Frank D. Marks , Peter P. Dodge , and David W. Sharp 1 NOAA/National Weather Service Forecast Office, Melbourne, FL 2 NOAA/AOML Hurricane Research Division, Miami, FL 1. INTRODUCTION Tropical Cyclone (TC) tornado environments have been studied for many decades through composite analyses of proximity soundings (e.g. Novlan and Gray 1974; McCaul 1986). More recently, airborne and ground-based Doppler radar investigations of TC rainband-embedded mesocyclones have advanced the understanding of tornadic cell lifecycles (Black and Marks 1991; Spratt et al. 1997). This paper will document the first known dropwindsonde deployments immediately adjacent to a family of TC outer rainband mesocyclones, and will examine the thermodynamic and wind profiles retrieved from the marine environment. A companion paper (Dodge et al. 2000) discusses dual-Doppler analyses of these mesovortices. On 26 August 1998, TC Bonnie made landfall as a category two hurricane along the North Carolina coast. Prior to landfall, two National Oceanographic and Atmospheric Administration (NOAA) Hurricane Research Division (HRD) aircraft conducted surveillance missions offshore the Carolina coast. While performing these missions near altitudes of 3.5 and 2.1 km, both aircraft were required to deviate around intense cells within a dominant outer rainband, 165 to 195 km northeast of the TC center. On-board radars detected apparent mini-supercell signatures associated with several of the convective cells along the band. -
Rouge River Rouge River
Rouge River State of the Watershed Report Surface Water Quantity Goal: Surface waters of a quantity, volume and naturally variable rate of flow to: $ protect aquatic and terrestrial life and ecological functions; $ protect human life and property from risks due to flooding; $ contribute to the protection of Lake Ontario as a domestic drinking water source; $ support sustainable agricultural, industrial, and commercial water supply needs; $ support swimming, fishing and the opportunity to safely consume fish; and $ contribute to the removal of Toronto from the Great Lakes list of Areas of Concern. Surface Water Quantity Key Findings: The Main Rouge subwatershed has been subject to significant urbanization with an approximate total impervious cover of 18% as of 2002. Several studies suggest that the maximum impervious cover that a watershed can withstand before experiencing severe hydrologic changes and consequent geomorphic and ecological impacts is approximately 10%. There has been significantly less urbanization in the Little Rouge subwatershed and impervious surfaces make up only 2% of the subwatershed area. As a result, hydrologic impacts and related effects are much less severe than on the Main Rouge River. Average annual flows in the Main Rouge River show a long-term increasing trend of over 1.3% per year in the past 40 years. This rate of increase is significantly greater than that on the Little Rouge River or nearby rural watersheds and is indicative of the effect of urbanization on the hydrologic cycle. The Rouge River has become flashy and now generates high flows in response to rainfall events that caused almost no response in the river prior to widespread development. -
3131 Lower Don River West Lower Don River West 4.0 DESCRIPTION
Lower Don River West Environmental Study Report Remedial Flood Protection Project 4.0 DESCRIPTION OF LOWER DON 4.1 The Don River Watershed The Don River is one of more than sixty rivers and streams flowing south from the Oak Ridges Moraine. The River is approximately 38 km long and outlets into the Keating Channel, which then conveys the flows into Toronto Harbour and Lake Historic Watershed Ontario. The entire drainage basin of the Don urbanization of the river's headwaters in York River is 360 km2. Figure 4.1 and Figure 4.2, on the Region began in the early 1980s and continues following pages, describe the existing and future today. land use conditions within the Don River Watershed. Hydrologic changes in the watershed began when settlers converted the forests to agricultural fields; For 200 years, the Don Watershed has been many streams were denuded even of bank side subject to intense pressures from human vegetation. Urban development then intensified settlement. These have fragmented the river the problems of warmer water temperatures, valley's natural branching pattern; degraded and erosion, and water pollution. Over the years often destroyed its once rich aquatic and during the three waves of urban expansion, the terrestrial wildlife habitat; and polluted its waters Don River mouth, originally an extensive delta with raw sewage, industrial/agricultural marsh, was filled in and the lower portion of the chemicals, metals and other assorted river was straightened. contaminants. Small Don River tributaries were piped and Land clearing, settlement, and urbanization have buried, wetlands were "reclaimed," and springs proceeded in three waves in the Don River were lost. -
Tropical Cyclone Report for Hurricane Ivan
Tropical Cyclone Report Hurricane Ivan 2-24 September 2004 Stacy R. Stewart National Hurricane Center 16 December 2004 Updated 27 May 2005 to revise damage estimate Updated 11 August 2011 to revise damage estimate Ivan was a classical, long-lived Cape Verde hurricane that reached Category 5 strength three times on the Saffir-Simpson Hurricane Scale (SSHS). It was also the strongest hurricane on record that far south east of the Lesser Antilles. Ivan caused considerable damage and loss of life as it passed through the Caribbean Sea. a. Synoptic History Ivan developed from a large tropical wave that moved off the west coast of Africa on 31 August. Although the wave was accompanied by a surface pressure system and an impressive upper-level outflow pattern, associated convection was limited and not well organized. However, by early on 1 September, convective banding began to develop around the low-level center and Dvorak satellite classifications were initiated later that day. Favorable upper-level outflow and low shear environment was conducive for the formation of vigorous deep convection to develop and persist near the center, and it is estimated that a tropical depression formed around 1800 UTC 2 September. Figure 1 depicts the “best track” of the tropical cyclone’s path. The wind and pressure histories are shown in Figs. 2a and 3a, respectively. Table 1 is a listing of the best track positions and intensities. Despite a relatively low latitude (9.7o N), development continued and it is estimated that the cyclone became Tropical Storm Ivan just 12 h later at 0600 UTC 3 September. -
HISTORICAL HURRICANES in SOUTH CAROLINA September 10-22, 1989 N Average, South Carolina Experiences a Land-Falling Hurricane Hurricane Hugo Every Seven Years
HISTORICAL HURRICANES IN SOUTH CAROLINA September 10-22, 1989 n average, South Carolina experiences a land-falling hurricane Hurricane Hugo every seven years. Between 1900 and 2000, 14 hurricanes Time of Landfall: 12 a.m., 9/22/1989 Saffir/Simpson Scale Category: Category 4 Omade landfall along the coast of South Carolina including three Location of Landfall: Sullivans Island, SC Estimated U.S. Damage Costs: $7 billion major hurricanes: Hurricane Hugo (1989), Hurricane Gracie (1959), Maximum Winds at Landfall: 140 mph Estimated U.S. Deaths: 49 and Hurricane Hazel (1954). These South Carolina hurricanes made the Minimum Pressure at Landfall: 27.58” (934 mb) Estimated Storm Surge: 18-20 feet Top 40 Most Intense Hurricanes in a study by scientists at the National Hurricane Center. Rankings were based on minimum central pressures SUMMARY at the time of landfall. Hugo ranked #11 on the list, followed by Hazel Hugo originated off the coast of western Africa near the Cape Verde Islands as a tropical disturbance on September 9th and quickly gained strength to a tropical storm on the 11th and hurricane on the 13th. Hugo reached maximum intensity at Category 5 on the 15th with winds estimated at 160 mph and a minimum pressure of 918 mb east of the Leeward Islands. at #13, and Gracie at #33. Although major hurricanes are rare for the The hurricane passed directly over the islands of Guadaloupe, St. Croix, and Puerto Rico over the next few days before heading northwestward toward the South Carolina coast. By 6 a.m. coastal sections of South Carolina, averaging one every 25 years, the EDT on September 21, 1989, hurricane warnings were issued for coastal South Carolina and more than 250,000 people evacuated the coast. -
Understanding Our Coastal Environment
Preface The South Carolina Beachfront Management Act In the Beginning The Coastal Zone Management Act of 1977 was enacted to protect our coastal resources from unwise development. This legislation served the beaches well during its first decade, but as South Carolina became a more popular tourist destination, it became apparent that the portion of the Act that dealt with beaches was inadequate. As development crept seaward, seawalls and rock revetments proliferated, damaging the public’s beach. In many areas there was no beach left at high tide. In some areas, there was no beach at low tide, either. In 1988 and again in 1990, South Carolina’s legislators took action and amended and strengthened the Coastal Zone Management Act. The resulting Beachfront Management Act protects South Carolina’s sandy shores by increasing the state’s jurisdiction and encouraging development to move landward. South Carolina’s Beachfront Jurisdiction To find the boundaries of this jurisdiction, staff from the Office of Ocean and Coastal Resource Management must first locate the baseline, which is the crest of the primary oceanfront sand dune. Where there are no dunes, the agency uses scientific methods to determine where the natural dune would lie if natural or man-made occurrences had not interfered with nature’s dune building process. The setback line is the most landward boundary and is measured from the baseline. To find the depth of the setback line, the beach’s average annual erosion rate for the past forty years is calculated and multiplied by forty. For example, if the erosion rate is one foot per year, the results will be a setback line that stretches forty feet from the baseline. -
Report of the Governor's Commission to Rebuild Texas
EYE OF THE STORM Report of the Governor’s Commission to Rebuild Texas John Sharp, Commissioner BOARD OF REGENTS Charles W. Schwartz, Chairman Elaine Mendoza, Vice Chairman Phil Adams Robert Albritton Anthony G. Buzbee Morris E. Foster Tim Leach William “Bill” Mahomes Cliff Thomas Ervin Bryant, Student Regent John Sharp, Chancellor NOVEMBER 2018 FOREWORD On September 1 of last year, as Hurricane Harvey began to break up, I traveled from College Station to Austin at the request of Governor Greg Abbott. The Governor asked me to become Commissioner of something he called the Governor’s Commission to Rebuild Texas. The Governor was direct about what he wanted from me and the new commission: “I want you to advocate for our communities, and make sure things get done without delay,” he said. I agreed to undertake this important assignment and set to work immediately. On September 7, the Governor issued a proclamation formally creating the commission, and soon after, the Governor and I began traveling throughout the affected areas seeing for ourselves the incredible destruction the storm inflicted Before the difficulties our communities faced on a swath of Texas larger than New Jersey. because of Harvey fade from memory, it is critical that Since then, my staff and I have worked alongside we examine what happened and how our preparation other state agencies, federal agencies and local for and response to future disasters can be improved. communities across the counties affected by Hurricane In this report, we try to create as clear a picture of Harvey to carry out the difficult process of recovery and Hurricane Harvey as possible. -
Hurricane Florence CDBG-DR Action Plan North Carolina Office of Recovery and Resiliency
Hurricane Florence CDBG-DR Action Plan North Carolina Office of Recovery and Resiliency February 7, 2020 Hurricane Florence CDBG-DR Action Plan State of North Carolina For CDBG-DR Funds (Public Law 115-254, Public Law 116-20) Hurricane Florence CDBG-DR Action Plan North Carolina Office of Recovery and Resiliency This page intentionally left blank. Hurricane Florence CDBG-DR Action Plan North Carolina Office of Recovery and Resiliency Revision History Version Date Description 1.0 February 7, 2020 Initial Action Plan i Hurricane Florence CDBG-DR Action Plan North Carolina Office of Recovery and Resiliency This page intentionally left blank. ii Hurricane Florence CDBG-DR Action Plan North Carolina Office of Recovery and Resiliency Table of Contents 1.0 Executive Summary ....................................................................................... 1 2.0 Authority ...................................................................................................... 5 3.0 Recovery Needs Assessment ......................................................................... 7 3.1 Hurricane Florence ............................................................................................... 8 3.2 Summary of Immediate Disaster Impacts ............................................................ 13 3.3 Resilience Solutions and Mitigation Needs .......................................................... 20 3.4 Housing Impact Assessment ................................................................................ 21 3.5 HUD Designated -
Piedmont Hydroelectric Project, Upper Pelzer Hydroelectric Project, Lower
DRAFT ENVIRONMENTAL ASSESSMENT FOR HYDROPOWER LICENSES Piedmont Hydroelectric Project, P-2428-007 Upper Pelzer Hydroelectric Project, P-10254-026 Lower Pelzer Hydroelectric Project, P-10253-032 South Carolina Federal Energy Regulatory Commission Office of Energy Projects Division of Hydropower Licensing 888 First Street, NE Washington, D.C. 20426 July 2019 TABLE OF CONTENTS LIST OF FIGURES ............................................................................................................ iv LIST OF TABLES............................................................................................................... v ACRONYMS AND ABBREVIATIONS.......................................................................... vii 1.0 INTRODUCTION .................................................................................................... 1 1.1 APPLICATIONS .................................................................................................. 1 1.2 PURPOSE OF ACTION AND NEED FOR POWER ......................................... 4 1.2.1 Purpose of Action ............................................................................................. 4 1.2.2 Need for Power ................................................................................................. 5 1.3 STATUTORY AND REGULATORY REQUIREMENTS ................................ 5 1.3.1 Federal Power Act ............................................................................................ 5 1.3.2 Clean Water Act .............................................................................................. -
1989 Hurricane Hugo - September 1989
1989 Hurricane Hugo - September 1989. Category 4 hurricane devastates SC and NC with ~ 20 foot storm surge and severe wind damage after hitting PR and the U.S. Virgin Islands; over $9.0 (13.9) billion (about $7.1 (10.9) billion in Carolinas); 86 deaths (57--U.S. mainland, 29--U.S. Islands). Hurricane Hugo was a powerful Cape Verde hurricane that caused widespread damage and loss of life in Guadeloupe, Saint Croix, Puerto Rico, and the Southeast United States. It formed over the eastern Atlantic near the Cape Verde Islands on September 9, 1989. Hugo moved thousands of miles across the Atlantic, rapidly strengthening to briefly attain category 5 hurricane strength on its journey. It later crossed over Guadeloupe and St. Croix on September 17 and 18 as a category 4 hurricane. Weakening slightly more, it passed over Puerto Rico as a strong category 3 hurricane. Further weakening occurred several hours after re-emerging into the Atlantic, becoming downgraded to a category 2 hurricane. However, it re-strengthened into a category 4 hurricane before making landfall just slightly north of Charleston, on Isle of Palms on September 22 with 140 mph sustained winds (gusts to more than 160 mph). It had devolved to a remnant low near Lake Erie by the next day. As of 2016, Hurricane Hugo is the most intense tropical cyclone to strike the East Coast north of Florida since 1898. Hurricane Hugo caused 34 fatalities (most by electrocution or drowning) in the Caribbean and 27 in South Carolina, left nearly 100,000 homeless, and resulted in $9.47 billion (1989 USD) in damage overall, making it the most damaging hurricane ever recorded at the time. -
US Landfalling and North Atlantic Hurricanes
44 MONTHLY WEATHER REVIEW VOLUME 140 U.S. Landfalling and North Atlantic Hurricanes: Statistical Modeling of Their Frequencies and Ratios GABRIELE VILLARINI Department of Civil and Environmental Engineering, Princeton University, Princeton, New Jersey, and Willis Research Network, London, United Kingdom GABRIEL A. VECCHI NOAA/Geophysical Fluid Dynamics Laboratory, Princeton, New Jersey JAMES A. SMITH Department of Civil and Environmental Engineering, Princeton University, Princeton, New Jersey (Manuscript received 10 March 2011, in final form 11 July 2011) ABSTRACT Time series of U.S. landfalling and North Atlantic hurricane counts and their ratios over the period 1878– 2008 are modeled using tropical Atlantic sea surface temperature (SST), tropical mean SST, the North At- lantic Oscillation (NAO), and the Southern Oscillation index (SOI). Two SST input datasets are employed to examine the uncertainties in the reconstructed SST data on the modeling results. Because of the likely un- dercount of recorded hurricanes in the earliest part of the record, both the uncorrected hurricane dataset (HURDAT) and a time series with a recently proposed undercount correction are considered. Modeling of the count data is performed using a conditional Poisson regression model, in which the rate of occurrence can depend linearly or nonlinearly on the climate indexes. Model selection is performed following a stepwise approach and using two penalty criteria. These results do not allow one to identify a single ‘‘best’’ model because of the different model configurations (different SST data, corrected versus uncorrected datasets, and penalty criteria). Despite the lack of an objectively identified unique final model, the authors recommend a set of models in which the parameter of the Poisson distribution depends linearly on tropical Atlantic and tropical mean SSTs.