TYPHOON STRUCTURAL VARIABILITY by CANDIS L. WEATHERFORD P.L. WILLIAM M. GRAY
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Inertial Oscillation of a Vertical Rotating Draft with Application to a Sup''ercell Storm
https://ntrs.nasa.gov/search.jsp?R=19920024238 2020-03-17T11:18:28+00:00Z 52151/ //V1/7 NASA Technical Paper 3230 September 1992 Inertial Oscillation of a Vertical Rotating Draft With Application to a Sup''ercell Storm 1] Robert C. Costen and Larry V. Stock N92-33482 (ASA_TP3230) INERTIAL SCILIATI0N OF A VERTICAL ROTATING TO A 'AFT WITH APPLICATION uncl as WPFRCEIL STORM (NASA) 46 p -nI L I r,1? NASA NASA Technical Paper 3230 1992 Inertial Oscillation of a Vertical Rotating Draft With Application to a Supercell Storm Robert C. Costen Langley Research Center Hampton, Virginia Larry V. Stock Hampton University Hampton, Virginia NASA National Aeronautics and Space Administration Office of Management Scientific and Technical Information Program II1f4AL COLOR ILLUS Contents 1. Introduction ................................ 1 2. Model Description ............................. 2 2.1. Coordinate Frame ............................ 2 2.2. Storm Idealizations ........................... 2 3. Inner Solution ............................... 4 3.1. Velocity Field ............................. 4 3.2. Momentum Equation .......................... 4 3.3. Second-Order Partial Derivatives ..................... 5 3.4. Nonlinear Harmonic Equations ...................... 6 3.5. Pressure Field ............................. 6 3.6. Thermodynamic Energy Equation ..................... 7 4. Numerical Integration and Supercell Solution ................. 8 4.1. Inertial Oscillation of and D ...................... 8 4.2. Buoyancy ............................... 9 4.3. Core Radius a and Angular Displacement 0 ................ 9 4.4. Diabatic Heating and Moisture Influx .................. 10 4.5. Constant of the Motion and Froude Number ............... 10 4.6. Horizontal Vorticity Components and i ................ 11 4.7. Translation , jj and Track x, Yc ................... 11 5. Physics of Inertial Oscillation ....................... 13 5.1. Inertial Flow ............................. 13 5.2. Contraction and Cyclonic Spin-Up ................... -
Formation of Electric Charges in Melting Layer
FORMATION OF ELECTRIC CHARGES IN MELTING LAYER A.V. Kochin Central Aerological Observatory, Dolgoprudny, Moscow Region, 141700 RUSSIA 1. INTRODUCTION cover, which could be electrically charged. In response, the initially neutral droplet acquires an The mechanisms for generation of electric equal charge of the opposite sign. Similarly, the charges in clouds have been intensively studied air current overflowing a melting graupel pellet, in many countries for a long time, which is an blows off small charged droplets thus charging indication of both scientific and applied the graupel pellet with a charge of the opposite importance of the subject. The majority of sign. A large number of electrification theoretical models describe processes in mechanisms have been examined (Mason, cumulonimbus clouds. Models dealing with 1971; Muchnik, 1974). nimbostratus clouds are few and more of a However, no significant electric fields are qualitative nature. They do not offer any reliable induced because the carriers of charges of quantitative estimates of the observed effects. different signs are close to each other and However, the electric charges are being mutually compensate for the induced electric generated not only in Cb but also in Ns. fields. Moreover, about 80% of the electric discharges After the microscale partitioning is completed, to the aircraft occur in Ns clouds (Brylev et al., the charges of different signs should gather in 1989). This is not an indication of a large electric relatively small and spatially separated areas, activity of Ns clouds but, rather is a result of the with the concentration of charges of a given sign fact that any flying in vicinity of the exceeding that of the opposite sign (i.e., a cumulonimbus clouds is prohibited because of macroscale charge partitioning). -
Coast Guard Awards CIM 1560 25D(PDF)
Medals and Awards Manual COMDTINST M1650.25D MAY 2008 THIS PAGE INTENTIONALLY LEFT BLANK. Commandant 1900 Half Street, S.W. United States Coast Guard Washington, DC 20593-0001 Staff Symbol: CG-12 Phone: (202) 475-5222 COMDTINST M1650.25D 5 May 2008 COMMANDANT INSTRUCTION M1625.25D Subj: MEDALS AND AWARDS MANUAL 1. PURPOSE. This Manual publishes a revision of the Medals and Awards Manual. This Manual is applicable to all active and reserve Coast Guard members and other Service members assigned to duty within the Coast Guard. 2. ACTION. Area, district, and sector commanders, commanders of maintenance and logistics commands, Commander, Deployable Operations Group, commanding officers of headquarters units, and assistant commandants for directorates, Judge Advocate General, and special staff offices at Headquarters shall ensure that the provisions of this Manual are followed. Internet release is authorized. 3. DIRECTIVES AFFECTED. Coast Guard Medals and Awards Manual, COMDTINST M1650.25C and Coast Guard Rewards and Recognition Handbook, CG Publication 1650.37 are cancelled. 4. MAJOR CHANGES. Major changes in this revision include: clarification of Operational Distinguishing Device policy, award criteria for ribbons and medals established since the previous edition of the Manual, guidance for prior service members, clarification and expansion of administrative procedures and record retention requirements, and new and updated enclosures. 5. ENVIRONMENTAL ASPECTS/CONSIDERATIONS. Environmental considerations were examined in the development of this Manual and have been determined to be not applicable. 6. FORMS/REPORTS: The forms called for in this Manual are available in USCG Electronic Forms on the Standard Workstation or on the Internet: http://www.uscg.mil/forms/, CG Central at http://cgcentral.uscg.mil/, and Intranet at http://cgweb2.comdt.uscg.mil/CGFORMS/Welcome.htm. -
1AITI 2Ountry Environmental ?Rofi!E 4 Field Study by Marko Ehrlich Fred
-1AITI BY USAID COI\'TRACT 2ountry Environmental Marko Ehrlich USAID - Ehrlich No. ?rofi!e Fred Conway 521-01224-00-4090-00 Nicsias Adrien 4 Field Study Francis LeBeau Cooperative Agreement Lawrence Lewis USAID - IIED NO. Herman Lauwerysen DAN-5517-A-00-2066-00 Ira Lowenthal Yaro Mayda Paul Paryski Glenn Smucker James Talbot Evelyn Wilcox Preface This Country Environmental Prolile (CEP) of Haiti Paul Paryski Wildlands and Wildlife, is one of a series of environmental profiles funded by ISPAN, Port-au-Prince the U.S. Agency for International Development Evelyn Wilcox Marine and Ccastal (USAID), Bureau for Latin America and the Carib- Rewurces, Washington, D.C. bean (LAC), Office of Development Resources (DR), and the USAID Mission to Haiti. The scope of work for this in-country field study was developed jointly ACKNOWLEDGEMENTS by James Talbot, USAID Regional Environmental This CEP was made possible by the contributions Management Specialist (REMSICAR) and Robert of numerous people in addition to ihe core field team. Wilson, Assistant Agricultural Development Officer, Throughout the editing process many individuals re- USAID Mission to Haiti. viewed and contributed significant components to im- prove this study. James Talbot (Geology, Marinel Marko Ehrlich was contracted as the team leader Coastal), Glenn Smucker (Chapter VII), and Ira Lo- and specialists were contracted through the Internatio- wenthal (Chapter VII) deserve special acknowledge- nal Institute for Environment and Development ment because their input was essential in strengthe- (IIED) to prepare sector reports during January 1985. ning specific sections of this report. Within the USAID Marko Ehrlich prepared the first draft of this synthesis Mission to Haiti, Ira Lowenthal, Richard Byess, Abdul and analysis of status of environment and natural re- Wahab and Barry Burnett provided constructive cri- sources in Haiti. -
An Experimental Analysis of Resilience in Urban Flood Management in the Taipei Basin
Resilience in Space: An experimental analysis of resilience in urban flood management in the Taipei Basin Hsu Chia Sui Email: [email protected] Thesis Supervisor: Kimberly Nicholas Email: [email protected] A thesis submitted in partial fulfillment of the requirements of the Lund University International Master’s Programme in Environmental Studies and Sustainability Science (LUMES), May 2011 Abstract The existing paradigm of flood management in the Taipei Basin prioritizes structural measures over non-structural measures. This strategy is not sufficiently flexible, particularly in light of increasingly frequent extreme weather. Resilience theory is concerned with the capacity of a system to absorb disturbance and retain its same functions. This study offers new insight by conceptualizing resilience in urban flood management. In particular, it demonstrates to what extent resilience theory as used in research on social-ecological systems was useful in developing a better plan for urban flood management. The study comprises a resilience assessment of flood management in Taipei based on guidelines in a workbook for scientists published by the Resilience Alliance. This study identified the external shocks to the flood management system in the Taipei Basin include typhoons, evidence of increasingly frequent extreme weather, groundwater mining and resulting land subsidence, and rapid urbanization. This study also includes a historical profile of major flooding and hydraulic projects from 1960 to 2010 and analyzes phases in terms of an adaptive cycle. The study concludes that resilience theory was an effective approach to investigating external shocks and stress to the system. Furthermore, the qualitative approach to apply resilience was a useful discourse for envisioning a better urban flood management system. -
On the Structure of Hurricane Daisy 1958
NATIONAL HURRICANE RESEARCH PROJECT REPORT NO. 48 On the Structure of Hurricane Daisy 1958 ^ 4 & U. S. DEPARTMENT OF COMMERCE Luther H. Hodges, Secretary WEATHER BUREAU F. W. Rolcheldorfoi, Chief NATIONAL HURRICANE RESEARCH PROJECT REPORT NO. 48 On the Structure of Hurricane Daisy (1958) by J6se A. Coltfn and Staff National Hurricane Research Project, Miami, Fla. Washington, D. C. October 1961 NATIONAL HURRICANE RESEARCH PROJECT REPORTS Reports by Weather Bureau units, contractors, and ccoperators working on the hurricane problem are preprinted in this series to facilitate immediate distribution of the information among the workers and other interested units. Aa this limited reproduction and distribution in this form do not constitute formal scientific publication, reference to a paper in the series should identify it as a preprinted report. Objectives and basic design of the NHRP. March 1956. No. 1. numerical weather prediction of hurricane motion. July 1956- No. 2. Supplement: Error analysis of prognostic 500-mb. maps made for numerical weather prediction of hurricane motion. March 1957. Rainfall associated with hurricanes. July 1956. No. 3. Some problems involved in the study of storm surges. December 1956. No. h. Survey of meteorological factors pertinent to reduction of loss of life and property in hurricane situations. No. 5. March 1937* A mean atmosphere for the West Indies area. May 1957. No. 6. An index of tide gages and tide gage records for the Atlantic and Gulf coasts of the United States, toy 1957. No. 7. No. 8. PartlT HurrlcaneVand the sea surface temperature field. Part II. The exchange of energy between the sea and the atmosphere in relation to hurricane behavior. -
Launching the International Decade for Natural Disaster Reduction
210 91NA ECONOMIC AND SOCIAL COMMISSION FOR ASIA AND THE PACIFIC BANGKOK, THAILAND NATURAL DISASTER REDUCTION IN ASIA AND THE PACIFIC: LAUNCHING THE INTERNATIONAL DECADE FOR NATURAL DISASTER REDUCTION VOLUME I WATER-RELATED NATURAL DISASTERS UNITED NATIONS December 1991 FLOOD CONTROL SERIES 1* FLOOD DAMAGE AND FLOOD CONTROL ACnVITlHS IN ASIA AND THE FAR EAST United Nations publication, Sales No. 1951.II.F.2, Price $US 1,50. Availably in separate English and French editions. 2* MKTUODS AND PROBLEMS OF FLOOD CONTROL IN ASIA AND THIS FAR EAST United Nations publication, Sales No, 1951.ILF.5, Price SUS 1.15. 3.* PROCEEDINGS OF THF. REGIONAL TECHNICAL CONFERENCE ON FLOOD CONTROL IN ASIA AND THE FAR EAST United Nations publication, Sales No. 1953.U.F.I. Price SUS 3.00. 4.* RIVER TRAINING AND BANK PROTECTION • United Nations publication, Sate No. 1953,TI.I;,6. Price SUS 0.80. Available in separate English and French editions : 1* THE SKDLMENT PROBLEM United Nations publication, Sales No. 1953.TI.F.7. Price $US 0.80. Available in separate English and French editions 6.* STANDARDS FOR METHODS AND RECORDS OF HYDROLOGIC MEASUREMENTS United Nations publication, Sales No. 1954.ILF.3. Price SUS 0.80. Available, in separate. English and French editions. 7.* MULTIPLE-PURPOSE RIVER DEVELOPMENT, PARTI, MANUAL OF RIVER BASIN PLANNING United Nations publication. Sales No. 1955.II.I'M. Price SUS 0.80. Available in separate English and French editions. 8.* MULTI-PURPOSE RIVER DEVELOPMENT, PART2A. WATER RESOURCES DEVELOPMENT IN CF.YLON, CHINA. TAIWAN, JAPAN AND THE PHILIPPINES |;_ United Nations publication, Sales No. -
Azimuthally-Averaged Structure of Hurricane Edouard (2014) Just After Peak Intensity
Quarterly Journal of the Royal Meteorological Society Q. J. R. Meteorol. Soc. 144: 1–5 (2018) Azimuthally-averaged structure of Hurricane Edouard (2014) just after peak intensity Roger K. Smitha∗, Michael T. Montgomeryb and Scott Braunc a Meteorological Institute, Ludwig Maximilians University of Munich, Munich, Germany b Dept. of Meteorology, Naval Postgraduate School, Monterey, CA, USA c Laboratory for Mesoscale Atmospheric Processes, NASA Goddard Space Flight Center, Greenbelt, Maryland, MD, USA ∗Correspondence to: Prof. Roger K. Smith, Meteorological Institute, Ludwig-Maximilians University of Munich, Theresienstr. 37, 80333 Munich, Germany. E-mail: [email protected] Analyses of dropsonde data collected in Hurricane Edouard (2014) just after its mature stage are presented. These data, have unprecedentedly high spatial resolution, based on 87 dropsondes released by the unmanned NASA Global Hawk from an altitude of 18 km during the Hurricane and Severe Storm Sentinel (HS3) field campaign. Attempts are made to relate the analyses of the data to theories of tropical cyclone structure and behaviour. The tangential wind and thermal fields show the classical structure of a warm core vortex, in this case with a secondary eyewall feature. The equivalent potential temperature (θe) field shows also the expected structure with a mid-tropospheric minimum at outer radii and contours of θe flaring upwards and outwards at inner radii and, with some imagination, roughly congruent to the surfaces of absolute angular momentum. However, details of the analysed radial velocity field are somewhat sensitive to the way in which the sonde data are partitioned to produce an azimuthal average. This sensitivity is compounded by an apparent limitation of the assumed steadiness of the storm over the period of data collection. -
Creating a Hurricane Tolerant Community
H!rt a. * am Hef7%e,,, io94 s~ NtA B.6~ «e ( >15 A Hurt a Comlnl Of+ Venice 19 "I t~Y: Oonald C aillOllette IC' i 2w-;vC p %7 iET ! A. 14- C M-i -r CREATING A HURRICANE TOLERANT COMMUNITY TABLE OF CONTENTS Acknowledgements . 1 .. Author's Notes . 5 Introduction . 6 Geography of Venice . Coastal Area Redevelopment Plan . 26 Venice Compliance Program . 62 Developing a Tolerant Building. 104 Hurricane Damage Prevention Project. .118 Growing Native for Nature ................. 136 Hurricane Defense Squadron . ............... 148 Executive Summary ..................... 157 A C K N O W L E D G E M E N T S This pilot study was contracted through the State of Florida and was made possible by funding provided by the Federal Emergency Management Agency (FEMA). William Massey and Eugene P. Zeizel, Ph.D. of FEMA and Michael McDonald with the Florida Department of Community Affairs were all instrumental in developing the scope of work and funding for this study. Special thanks go to the Venice City Council and City Manager George Hunt for their approval and support of the study. MAYOR: MERLE L. GRASER CITY COUNCIL: EARL MIDLAM, VICE MAYOR CHERYL BATTEY ALAN McEWEN DEAN CALAMARAS BRYAN HOLCOMB MAGGIE TURNER A study of this type requires time for the gathering of information from a variety of sources along with the assembling of these resources into a presentable format. Approximately six months were needed for the development of this study. The Venice Planning Department consisting of Chuck Place, Director, and Cyndy Powers need to be recognized for their encouragement and support of this document from the beginning to the end. -
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. -
The St·Ructural Evolution Oftyphoo S
NSF/ NOAA ATM 8418204 ATM 8720488 DOD- NAVY- ONR N00014-87-K-0203 THE ST·RUCTURAL EVOLUTION OFTYPHOO S by Candis L. Weatherford SEP 2 6 1989 Pl.-William M. Gray THE STRUCTURAL EVOLUTION OF TYPHOONS By Candis L. Weatherford Department of Atmospheric Science Colorado State University Fort Collins, CO 80523 September, 1989 Atmospheric Science Paper No. 446 ABSTRACT A three phase life cycle characterizing the structural evolution of typhoons has been derived from aircraft reconnaissance data for tropical cyclones in the western North Pacific. More than 750 aircraft reconnaissance missions at 700 mb into 101 northwest Pacific typhoons are examined. The typical life cycle consists of the fol lowing: phase 1) the entire vortex wind field builds as the cyclone attains maximum intensity; phase 2) central pressure fills and maximum winds decrease in association with expanding cyclone size and strengthening of outer core winds; and phase 3) the wind field of the entire vortex decays. Nearly 700 aircraft radar reports of eyewall diameter are used to augment anal yses of the typhoon's life cycle. Eye characteristics and diameter appear to reflect the ease with which the maximum wind field intensifies. On average, an eye first appears with intensifying cyclones at 980 mb central pressure. Cyclones obtaining an eye at pressures higher than 980 mb are observed to intensify more rapidly while those whose eye initially appears at lower pressures deepen at slower rates and typ ically do not achieve as deep a central pressure. The eye generally contracts with intensification and expands as the cyclone fills, although there are frequent excep tions to this rule due to the variable nature of the eyewall size. -
MONTHLY WEATHER REVIEW Latitudes 34' to 37' N., Longitudes
JUNE 1941 MONTHLY WEATHER REVIEW 187 latitudes 34' to 37' N., longitudes 170' E. to 180'. Here June 6. It may have had more of the characteristics of a westerly gales of force 8 to 9 occurred on the 5th and 6th. severe extratropical depression rather than the vortex of a The lowest pressure, 988.5 millibars (29.19 inches) was typhoon, but for forecasting purposes, it was ca.lled a read on the American S. S. Associated, near 36' N., 172' E., typhoon to insure that proper precautions were taken. No on the 5th. reports of casualties were printed in the newspapers. Scattered gales were reported east of Japan on the 7th The southwest monsoon current had been slowly ad- and 22d, west of the California coast on the eastern slope vancin toward the Philippines during trhe latter part, of of a strongly developed HIGH on the 9th, and west of Wash- May, t% e winds at Manila changing to the southwest quad- ington on the 22d. The U. S. Coast and Geodetic Survey rant on May 25. The result of this change of wind syste,m vessel Discoverer, while near the extremity of the Alaska was a trough of low pressure over the northern put of the Peninsula on the 2d, had an east-northeast gale of force 10, China Sea, the Balintang Channel, and adjacent Pacific with little depression of the barometer. Oc,ean regions. Over tmhewest,ern portion of this trough, Typhoons.4ubjoined is a report by the Rev. Bernard F. the depression formed because, of the activity of the south- Doucette, of the Manila Observatory, on two Far Eastern westerly current.