If You Would Like to Add, Change Or Include Additional Pictures in This Document, Please Send Your Input to [email protected]. Thanks
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Up from Kitty Hawk Chronology
airforcemag.com Up From Kitty Hawk Chronology AIR FORCE Magazine's Aerospace Chronology Up From Kitty Hawk PART ONE PART TWO 1903-1979 1980-present 1 airforcemag.com Up From Kitty Hawk Chronology Up From Kitty Hawk 1903-1919 Wright brothers at Kill Devil Hill, N.C., 1903. Articles noted throughout the chronology provide additional historical information. They are hyperlinked to Air Force Magazine's online archive. 1903 March 23, 1903. First Wright brothers’ airplane patent, based on their 1902 glider, is filed in America. Aug. 8, 1903. The Langley gasoline engine model airplane is successfully launched from a catapult on a houseboat. Dec. 8, 1903. Second and last trial of the Langley airplane, piloted by Charles M. Manly, is wrecked in launching from a houseboat on the Potomac River in Washington, D.C. Dec. 17, 1903. At Kill Devil Hill near Kitty Hawk, N.C., Orville Wright flies for about 12 seconds over a distance of 120 feet, achieving the world’s first manned, powered, sustained, and controlled flight in a heavier-than-air machine. The Wright brothers made four flights that day. On the last, Wilbur Wright flew for 59 seconds over a distance of 852 feet. (Three days earlier, Wilbur Wright had attempted the first powered flight, managing to cover 105 feet in 3.5 seconds, but he could not sustain or control the flight and crashed.) Dawn at Kill Devil Jewel of the Air 1905 Jan. 18, 1905. The Wright brothers open negotiations with the US government to build an airplane for the Army, but nothing comes of this first meeting. -
Robert O. Harder Collection
PRITZKER MILITARY MUSEUM & LIBRARY 104 S. Michigan Avenue, Chicago, IL 60603 [email protected] 312-374-9333 Robert O. Harder Collection Creator: Robert O. Harder Dates: 1948-2010 [1966-1970] Quantity: 2 linear feet, 3 boxes Acquisition: Donated by Robert Harder, May 24, 2010 Identification: PMML ID# 800072, OCLC# 652531614, Call# PAPERS 00081 Citation: [Document Title]. The Robert O. Harder Collection, [Box #, Folder #], Pritzker Military Museum & Library, Chicago, IL. Language: English Finding Aid: Written by Amber Kappel, July 2010; Updated by Julie Murray, July 2013; Updated by Andrea Martinez, 2018 Archival collections are stored at a remote archival facility. Please contact the Museum & Library at least 48 hours in advance of your visit to view an archival collection. Biographical Note Robert O. Harder was born in Jackson, Mississippi in 1945, and raised in Minnesota. He attended the University of Minnesota where he studied geography and political science. He began his military service at the University of Minnesota in the U.S. Air Force Reserve Officers Training Corps. Upon graduation in 1966, Harder received a commission into the United States Air Force as a second lieutenant. Although he had dreamed of becoming a military pilot, slight nearsightedness directed him toward navigator training and bombardier school. Harder was assigned to the 306th Bomb Wing located at McCoy Air Force Base in Orlando, Florida. He flew 145 Operation Arc Light combat missions during the Vietnam War as a navigator-bombardier in B-52 bombers. In 1971, Harder returned to civilian life, and began a lengthy career in retail and merchandising, one in which he worked for Target Stores, Inc. -
A Roman Watchtower on the Gask Frontier W S Hanson* & J G P Friellf
Proc Soc Antiq Scot, (1995)5 12 , 499-519 Westerton: a Roman watchtower on the Gask frontier W S Hanson* & J G P Friellf ABSTRACT The excavation of the Roman timber watchtower at Westerton was undertaken to obtain dating evidence and a complete plan. The four-post tower was more elongated in plan than anticipated provided frontwas the at and with steps giving accessfirst-floorthe to level,a feature readilynot paralleled excavatedin towers anywhere Romanthe in Empire.one The fragment f probableo mortarium recovered frome singleth enclosing ditch s commensuratei with a Flavian date. Disturbance of the post-holes indicated that the tower had been deliberately demolished. The tower consideredis relationin otherto adjacent examples which Gask makethe up frontier. The function of this system is discussed and placed in its broader historical context. INTRODUCTION existence Th seriea f eo f timbe o s r towers alon Gase gth k Ridg lons eha g been known beste Th . - preserved examples follow the line of the Roman road to the east of the fort at Strageath along this low ridge of hills, which runs approximately east/west immediately to the north of the river Earn. e numbeTh f siteo r s know s grownha n ove pase , largelyear0 th rso 5 t r o sy through aerial reconnaissance resulta s A . , somattested w tower7 1 eno e e distributiosar th , f whicno h extends beyon Gase dth k Ridg enorth-easte botth o ht , towarde th o fore t t Berth Taye sth a d t th an , n ao south, past the fort at Ardoch (illus 1). -
Stick Bomb for 37-Mm Antitank Gun
THE COMMAND AND GENERAL STAFF SCHOOL LIBRARY 940 5-HI-D Class Symbol... 60720 Accession Number TACTICAL AND TECHNICAL TRENDS No. 21 March 25, 1943 Prepared for ARMY GROUND AND AIR FORCES AND SERVICES OF SUPPLY by MILITARY INTELLIGENCE SERVICE, WAR DEPARTMENT CONTENTS SECTION I Page Air 1. The Me-323 Transport 1 Antiaircraft 2. German Air-Raid Warning System 3 Antitank 3. German AA Guns for Use against Mechanized Vehicles . 4 4. German 76.2-mm Self-Propelled Gun 6 5. Finnish Tank Traps Over Frozen Rivers 8 Armored Force 6. Pz. Kw. 3 with 75-mm Gun 11 Chemical Warfare 7. Three Japanese Lacrimatory Weapons 11 Engineers 8. Japanese Field Works at Buna '17 Infantry 9. Japanese Ruses - Buna Area 18 10. Japanese Tactics on Guadalcanal 18 Ordnance 11. Italian 45-mm Mortar 19 12. Some Notes on German Weapon Development 22 Quartermaster 13. Axis Use of Diesel Oil for Anti-Freeze 26 14. Gas and Oil in German Mechanized Vehicles 26 General 15. Food Available in the Jungle 28 16. Japanese Date Systems 31 Glossary 17. Code Names of Japanese Fighter Aircraft 32 SECTION II Some German Views on Fortifications 35 A. Elements of Modern Fortification Design B. The Failure of Fortifications in the 1940 Campaign Readers are invited to comment on the use that they are making of this publication and to forward suggestions for future issues. Such correspondence may be addressed directly to the Dissemination Branch, Military Intelligence Service, War Department, Washington, D. C Other publications of the Military Intelligence Service include: Special Series (published at least once a month); Intelligence Bulletin (monthly); Military Reports on the United Nations (monthly). -
FHBRO Heritage Character Statement
HERITAGE CHARACTER STATEMENT Page 1 FHBRO Number 96-51 Kingston, Ontario Redoubt FINAL DRAFT Fort Henry The Redoubt, the main work of Fort Henry, was constructed between 1832 and 1836 for the Master General, Board of Ordnance. A six-sided casemated fortification, the redoubt, was built to observe and defend the glacis on the north-west front, dominate the eastern approaches to the dockyard and naval and commercial harbour of Kingston, command the entrance to the Rideau Canal, defend the dry ditch on all faces, and provide bomb-proof space for barrack accommodation, the storage and shifting of gunpowder and other support activities. The redoubt was the work of two members of the Corps of Royal Engineers: Lieutenant Colonel Gustavas Nicolls, who produced the design and Lieutenant Colonel Ross Wright, who oversaw the construction. External modifications include: the diverting of water from the valleys between the dos d’ânes of the casemates into internal cast iron vertical pipes and the blocking up of the original gargoyles (1844-46), the replacement of the 24-pdr. SBML gun in the north-east angle with an 8-inch shell gun on a common traversing platform (1845), the dismounting of nine 24-pdr. guns (1859), the sheathing of the superior slope of the parapets in pine boards (1861-64), the replacement of the 8-inch shell gun with a 7-inch (11 0-pdr.) Armstrong Gun RBL (1875), the demolition of the west curtain (1895), the covering of the terreplein with a built-up roof and the re-sheathing of the superior slope of the parapets (1914-1 5), the -
Fsxvietnam War Project (Base Pack Version 0.9)
FSX Vietnam War project (Base Pack Version 0.9) 1 – The project page 1 2 – Content page 3 3 – Installation page 4 4 – Airbases, airports and airstrips page 5 4-1 Airfields page 6 4-2 LZ- FSB, Seaplanes and LZ Fictives page 37 4-3 Flight Plans page 41 5 – Objects included in the pack page 43 6 – Complementary sceneries page 43 7 – Softwares utilized page 45 8 – traffic AI – the aircrafts page 46 9 – Suggested aircrafts and helicopters page 46 10 – Configuration and settings, known bugs page 47 11 – Credits and thanks page 48 12 – Sources and links page 50 13 – Legal stuff page 51 1 – The project The project was motivated by our desire to recreate for Flight Simulator X the aerial campaign that took place over the countries of South East Asia during the period 1963 – 1975. For that purpose, airbases, airports and airstrips had to be recreated for Vietnam (North and South), Thailand, Laos and Cambodia. Furthermore American airbases outside the war zone like Andersen (Guam), Clark (Philippines), Elmendorf (Alaska), Kadena (Japan), and Ching Chuan Kang (Taiwan) have also been worked on. At this stage this version of the project is the follow-up of the Vietnam War pack 0.1 of July 2009 (by Xavier Carré) that can be found on the Net at specialized sites like Flightsim and Avsim. It is also the relay to the magnificent job accomplished by Georges 1 Kwowles who, under Flight Simulator 2002, provided the community of flight simmers with a virtual reproduction of most of the military airports located in South Vietnam. -
Inventory of Coastal Engineering Projects in Fort Matanzas National Monument
National Park Service U.S. Department of the Interior Natural Resource Stewardship and Science Inventory of Coastal Engineering Projects in Fort Matanzas National Monument Natural Resource Technical Report NPS/NRSS/GRD/NRTR—2013/703 ON THE COVER Fort Matanzas, St. Augustine, Florida Photograph by: Kate Dallas Inventory of Coastal Engineering Projects in Fort Matanzas National Monument Natural Resource Technical Report NPS/NRSS/GRD/NRTR—2013/703 Kate Dallas Oregon State University 104 CEOAS Administration Building Corvallis, OR 97331 Michael Berry, Peter Ruggiero Oregon State University 104 CEOAS Administration Building Corvallis, OR 97331 March 2013 U.S. Department of the Interior National Park Service Natural Resource Stewardship and Science Fort Collins, Colorado The National Park Service, Natural Resource Stewardship and Science office in Fort Collins, Colorado, publishes a range of reports that address natural resource topics. These reports are of interest and applicability to a broad audience in the National Park Service and others in natural resource management, including scientists, conservation and environmental constituencies, and the public. The Natural Resource Technical Report Series is used to disseminate results of scientific studies in the physical, biological, and social sciences for both the advancement of science and the achievement of the National Park Service mission. The series provides contributors with a forum for displaying comprehensive data that are often deleted from journals because of page limitations. All manuscripts in the series receive the appropriate level of peer review to ensure that the information is scientifically credible, technically accurate, appropriately written for the intended audience, and designed and published in a professional manner. This report received informal peer review by subject-matter experts who were not directly involved in the collection, analysis, or reporting of the data. -
The Milton Blockhouse, Gravesend: Research and Excavation
http://kentarchaeology.org.uk/research/archaeologia-cantiana/ Kent Archaeological Society is a registered charity number 223382 © 2017 Kent Archaeological Society THE MILTON BLOCKHOUSE, GRAVESEND: RESEARCH AND EXCAVATION. VICTOR T.C. SMITH, B.A. INTRODUCTION This is the third report of the Kent Defence Research Group of the Kent Archaeological Society. In the writer's paper 'The Artillery Defences at Gravesend', (Arch. Cant., Ixxxix (1974), 143) mention was made of Milton Blockhouse, one of five artillery blockhouses erected by Henry VIII to defend the Thames against a hostile fleet. It was suggested that this blockhouse had probably been built on a site at what is now the north-eastern corner of the Canal Basin, Gravesend (N.G.R. TQ 655743). Preliminary trenching in that area during 1973 had led to the discovery of substantial chalk foundations. Subsequently, addi- tional documentary research was undertaken and with the assistance of grants kindly given by the Gravesend Historical Society and the Kent Archaeological Society, and with the co-operation of the Gravesham Borough Council, further excavations under the writer's direction were carried out by the Kent Defence Research Group at intervals during 1974-8. The purpose of the excavations was to verify identification and to recover a basic plan which could be com- pared with the D-shaped Gravesend and Tilbury blockhouses, the plans of which were the only ones previously known of the five Thames blockhouses. This report sets out the documentary evidence and describes and discusses the results of the excavation. HISTORICAL BACKGROUND AND DOCUMENTARY EVIDENCE Early in 1539 provision was made for the building of the five Thames blockhouses near the mouth of the river where it first begins to narrow after the estuary.1 They were constructed in 1539/ 341 VICTOR T. -
1. There Are 58395 Names in Total on the Wall. That Includes All Dead
‘Fact Sheet’ - Revision 39B_May 2021 by Allen McCabe, in honor of WWII, Korea and Vietnam Vet & Volunteer Frank Bosch. If you see any errors email me at [email protected] By the numbers: 1. There are 58,395 names in total on The Wall. That includes all dead and missing, duplicates, corrected spellings, still alive when the Wall was dedicated, and a civilian. 2. There are 58,281 – dead and status unknown - on The Wall. This is the correct answer to a visitor asking how many we lost. This matches the DoD number. 3. The delta of 114 is due to corrected misspellings (69), duplicates (13), and a number of living who should not have been on The Wall (32). 69+13+32=114. 4. There are 732 ‘+’ symbols on The Wall. The ‘+’ symbol on The Wall does NOT mean ‘missing in action’. It was a designation for ‘status unknown’. A diamond is ‘dead’ and a ‘+’ is status unknown…no confirmation of death. There were 1,256 ‘+’ symbols on The Wall at dedication in 1982. 524 ‘+’ symbols have been changed to diamonds, including 3 in 2020. No status changes were made in 2021 – though 2 servicemen were found and indentified – they already had ‘diamonds’. 5. The DoD number for ‘Unaccounted for’ is 1,584 as of Spring 2021. This is 852 more than the number of ‘+’ symbols on the Wall. Someone could be ‘unaccounted for’ on the DoD list and have a diamond on The Wall. Michael Blassie is a good example – Panel 1E, Line 23…always had a diamond but was DoD ‘unaccounted for’. -
Living Shoreline Design Guidelines for Shore Protection in Virginia’S Estuarine Environments
Living Shoreline Design Guidelines for Shore Protection in Virginia’s Estuarine Environments Virginia Institute of Marine Science College of William & Mary Gloucester Point, Virginia September 2010 Living Shoreline Design Guidelines for Shore Protection in Virginia’s Estuarine Environments Version 1.2 C. Scott Hardaway, Jr. Donna A. Milligan Shoreline Studies Program Karen Duhring Center for Coastal Resources Management Virginia Institute of Marine Science College of William & Mary Gloucester Point, Virginia Special Report in Applied Marine Science and Ocean Engineering No. 421 This project was funded by the Virginia Coastal Zone Management Program at the Department of Environmental Quality through Grant #NA08NOS4190466 of the U.S. Department of Commerce, National Oceanic and Atmospheric Administration, under the Coastal Zone Management Act of 1972, as amended. The views expressed herein are those of the authors and do not necessarily reflect the views of the U.S. Department of Commerce, NOAA, or any of its subagencies. September 2010 Table of Contents Table of Contents.............................................................. i List of Figures ............................................................... iii List of Tables............................................................... vii 1 Introduction ............................................................1 1.1 Statement of the Problem and Purpose .................................1 1.2 Chesapeake Bay Shorelines ..........................................2 1.2.1 Physical Setting -
Notes on the Consolidation of Earthworks." by JULES GAUDARD,Civil Engineer, Lausanne (Translatedfrom the French by James Dredge, C.E.)
21s THE CONSOLIDATION OF EARTHFVORKS. EO.1,274.-" Notes on the Consolidation of Earthworks." By JULES GAUDARD,Civil Engineer, Lausanne (Translatedfrom the French by James Dredge, C.E.). THEexecution of earthworks for roads, and more especially for railways, is frequentlyhindered by landslips, sometimes of so serious a nature as todefy all theresources of the engineer. In laying down the centre line of a road or of a railway, the regularity of the natural surface is not by anymeans the sole con- sideration. The attentionof the engineer has to becarefully directed to the natureof the ground; he must avoid, as faras possible, deep cuttingsin clayey soiIs, and, above all, in side-lying pound. Embankments, again, should not only be constructed of carefully- selected material,but they shouldbe formed upon a natural surface solid enough to carry their weight withoutset,tIement. It is easy to lay down rules for dealing with simple and well- defirled cases, but Nature for the most part presents complicated conditions for the engineer to control. Matter is not purely inert ; it possesses, so to speak, a certain chemical or physical life, which becomes gradually converted either into changeof material, or into motion. In the simple case of a cutting or a tunnel in rock, the sides of thecutting or the roof of thetunnel may be left unpro- tected,provided the rock is sufficiently solid. Butthere are materials which, appearing reliable at first, disintegrateunder atmospheric influences ; and natural steep sloping beds or strati& cations, which induce slips, are not unfrequently encountered. In such cases it is necessary either to give special inclinations to the faces of theearthworks, or to protect them with masonry. -
Desert Operations
FM 90-3/FMFM 7-27 DESERT OPERATIONS Headquarters Department of the Army US Marine Corps Distribution Restriction: Approved for public release; distribution is unlimited. FM 90-3 CHAPTER 1 THE ENVIRONMENT AND ITS EFFECTS ON PERSONNEL AND EQUIPMENT This chapter describes the desert environment and how it affects personnel and equipment. CONTENTS Page Section I The Environment . 1-1 Section II Environmental Effects on Personnel . 1-17 Section III Environmental Effects on Equipment . 1-30 Section I. The Environment Successful desert operations require adaptation to the environment and to the limitations its terrain and climate impose. Equipment and tactics must be modified and adapted to a dusty and rugged landscape where temperatures vary from extreme highs down to freezing and where visibility may change from 30 miles to 30 feet in a matter of minutes. Deserts are arid, barren regions of the earth incapable of supporting normal life due to lack of water. See Figure 1-1 for arid regions of the world. Temperatures vary according to latitude and season, from over 136 degrees Fahrenheit in the deserts of Mexico and Libya to the bitter cold of winter in the Gobi (East Asia). In some deserts, day-to-night temperature fluctuation exceeds 70 degrees Fahrenheit. Some species of animal and plant life have adapted successfully to desert conditions where annual rainfall may vary from O to 10 inches. Desert terrain also varies considerably from place to place, the sole common denominator being lack of water with its consequent environmental effects, such as sparse, if any, vegetation. The basic land forms are similar to those in other parts of the world, but the topsoil has been eroded due to a combination of lack 1-1 FM 90-3 of water, heat, and wind to give deserts their characteristic barren appearance.