Melvin Jones Fellow
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Engineering Evaluation of Hesco Barriers Performance at Fargo, ND 2009," May 2009 Engineering Evaluation of Hesco Barriers Performance at Fargo,ND 2009
ENCLOSURE 2 Wenck Associates, Inc., "Engineering Evaluation of Hesco Barriers Performance at Fargo, ND 2009," May 2009 Engineering Evaluation of Hesco Barriers Performance at Fargo,ND 2009 Wenck File #2283-01 Prepared for: Hesco Bastion, LLC 47152 Conrad E. Anderson Drive Hammond, LA 70401 Prepared by: WENCK ASSOCIATES, INC. 3310 Fiechtner Drive; Suite 110 May 2009 Fargo, North Dakota (701) 297-9600 SWenck Table of Contents 1.0 INTRODUCTION ........................................................................................................... 1-1 1.1 Purpose of Evaluation......................................................................................... 1-3 1.2 Background Information ...................................................................................... 1-3 2.0 CITY OF FARGO USES OF HESCO BARRIERS ......................... 2-1 2.1 Number of Miles Used Versus Total ................................................................... 2-1 2 .2 S izes ........................................................................................................ ............. 2 -1 2.3 Installation Rates .................................................................................................. 2-1 2.4 Complicating Factors .......................................................................................... 2-1 3.0 INTERVIEWS WITH CITY AND CITY REPRESENTATIVES ............................. 3-1 3.1 Issues Raised and Areas of Concern .................................................................... 3-1 3.2 Comments -
Blockhouse Creek Restoration Project Year 1 Monitoring Report Polk County, North Carolina
Blockhouse Creek Restoration Project Year 1 Monitoring Report Polk County, North Carolina Monitoring Firm: Michael Baker Engineering, Inc. (Baker) Monitoring Firm POC: Micky Clemmons Prepared for: North Carolina Ecosystem Enhancement Program (NCEEP) NCEEP Project Manager: Guy Pearce Report Prepared By: Michael Baker Engineering, Inc. 797 Haywood Road, Suite 201 Asheville, NC 28806 Contract Number: D06027-A Date Submitted: November 2009 FINAL Table of Contents EXECUTIVE SUMMARY ........................................................................................................ IV 1.0 PROJECT BACKGROUND............................................................................................. 1 1.1 PROJECT GOALS AND OBJECTIVES ................................................................................................................ 1 1.2 PROJECT STRUCTURE .................................................................................................................................... 1 1.3 PROJECT LOCATION ...................................................................................................................................... 3 1.4 HISTORY AND BACKGROUND ........................................................................................................................ 5 1.5 MONITORING PLAN VIEW ............................................................................................................................. 8 2.0 YEAR 1 PROJECT CONDITION AND MONITORING RESULTS ....................... 10 2.1 VEGETATION -
Deep Gallery Shelters : Translated at the Army War College from a French Study, July 1917
Deep gallery shelters : translated at the Army War College from a French study, July 1917. Washington, D.C. : G.P.O., 1917. http://hdl.handle.net/2027/uc2.ark:/13960/t8z89537n Public Domain http://www.hathitrust.org/access_use#pd We have determined this work to be in the public domain, meaning that it is not subject to copyright. Users are free to copy, use, and redistribute the work in part or in whole. It is possible that current copyright holders, heirs or the estate of the authors of individual portions of the work, such as illustrations or photographs, assert copyrights over these portions. Depending on the nature of subsequent use that is made, additional rights may need to be obtained independently of anything we can address. CONFIDENTIAL! FOR OFFICIAL USE ONLY 4 4 7 DEEP GALLERY SHELTERS Translated at the Army War College FROM A FRENCH STUDY U**\ JULY, 1917 of California n Regional WASHINGTON y Facility GOVERNMENT PRINTING OFFICE 1917 i WAB DEPARTMENT, Document No. 632. General. Office of The Adjutant WAR DEPARTMENT, WASHINGTON, July 18, 1917. The following notes on Deep Gallery Shelters are published for the information of all concerned. [661.1, A. G. O.] BY ORDER OF THE SECRETARY OF WAR : TASKER H. BLISS, Major General, Acting Chief of Staff. OFFICIAL : H. P. MCCAIN, The Adjutant General. WAR DEPARTMENT, ADJUTANT GENERAL'S OFFICE, WASHINGTON, June 19, 1!H~. To all officers of the Army: You are advised that this and all subsequent documents of a similar character, which may be furnished to you from this office, are to be regarded as strictly confidential. -
Field Fortifications
WAR DEPARTMENT FIELD MANUAL CO P S OF ENGINEERS FIELD FORTIFICATIONS WAR DEPARTMENT : 14 FEBRUARY, 1944 WAR DEPAR TMENT FIELD MANUAL FMA 5-15 Tii, manual supnrde FM 5-15, October 940, including C 1, 2 April 1941, and C 2, 10 December 1941; and .o murA of Training Cireular ,o.52,. ar Departmenl. 1942, as prtains lo FM 5-15; Trainnt Circa.a No. 96, War Departmntr, 1943. CORPS OF ENGINEERS FIELD FORTIFICATIONS WAR DEPA4RTMENT I4 FEBRUARY 1944 Unted Sa4,r Covrnmet Prinnt Offic r'asltingto J944 WAR DEPARTMENT, WAsIfaNGTON 25, D. C., 14 February 1944. FM 5-15, Corps of Engineers Field Manual, Field Fortifications, is published for the information and guidance of all concerned. [A. G. 300.7 (16 Jun 48).] BY ORDER OF TIJE SECRETARY OF WAR: G. C. MARSHALL, Chief o Staff. O1FICIAL: J. A. ULIO, Major General, T'he Adjutant General. DISTRIBUTION: B and H 1, 2, 4, 6, 7,17, 44 (4); R 1-4, 6, 7,17, 18, 44 (5); Bn and H 5,19 (5); C 5 (10). (For explanation of symbols see FM 21-6.) CONTENTS Parraiphs Page CHAPTER 1. GENERAL.-- _-_.----. 1-2 1 CHAPTER 2. TERRAIN EVALUA- T.ION. Section 1. General -.------------------- 3-9 3 II. Aids to the study of terrain --_ 10-11 7 III. Tactical study of terrain .---- 12-17 23 CHAPTER 3. GENERAL FORTIFI- CATION TECHNIQUE. Section I. Tools and materials -.-------- 18-19 26 II. General technique ..-. 20-27.... 28 CHAPTER 4. ENTRENCHMENTS AND EMPLACEMENTS. Section I. General -.-.-.-.. .... 28-29 47 II. Infantry entrenchments for hasty fortifications -. -
Floods of March-May 1965 in the Upper Mississippi River Basin
Floods of March-May 1965 in the Upper Mississippi River Basin GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1850-A Prepared in cooperation with the States of Minnesota, Wisconsin, Iowa, Illinois, and Missouri and with agencies of the Federal Government Floods of March-May 1965 in the Upper Mississippi River Basin By D. B. ANDERSON and I. L. BURMEISTER FLOODS OF 1965 IN THE UNITED STATES GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1850-A Prepared in cooperation with the States of Minnesota, Wisconsin, Iowa, Illinois, and Missouri and with agencies of the Federal Government UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1970 UNITED STATES DEPARTMENT OF THE INTERICR WALTER J. HICKEL, Secretary GEOLOGICAL SURVEY William T. Pecora, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 - Price $2.25 (paper cover) CONTENTS Page Abstract. _________________________________________________________ Al Introduction._____________________________________________________ 1 Purpose and scope.________________________________________________ 3 Acknowledgments.________________________________________________ 6 Flood forecasts.___________________________________________________ 6 Meteorological conditions causing floods._____________________________ 7 Conditions previous to March..______ ___________________________ 7 March climatological events.-___--______-_---_-_-_-_____-_-____ 9 April climatological events___________________-_-________________ 13 Thefloods________._______.____.____________________ 15 Mississippi -
Field Fortifications Engineer Subcourse 65
SUBCOURSE EDITION EN0065 B FIELD FORTIFICATIONS ENGINEER SUBCOURSE 65 FIELD FORTIFICATIONS CORRESPONDENCE COURSE PROGRAM U. S. ARMY ENGINEER SCHOOL FORT LEONARD WOOD, MO INTRODUCTION Field fortifications are natural or manmade protective features used as defensive obstacles, personnel and weapons shelters, and protected firing positions. This subcourse teaches you how to construct personnel, vehicle, and weapons emplacements, intrenchments, shelters, entanglements, and obstacles under various climatic conditions. Standard plans, types of material, construction procedures, and estimated time and labor requirements are also given. The subcourse consists of five lessons and an examination as follows: Lesson 1. Purpose and Requirements of Field Fortifications. 2. Trenches, and Fieldworks. 3. Obstacle Employment. 4. Barbed Wire Entanglements. 5. Camouflage (Protection Against Enemy Surveillance). Examination. Fifteen credit hours are allowed for this subcourse. The format of this subcourse has been developed to facilitate student self-pacing and self-testing. Each lesson in this subcourse is followed by a number of Self-Test questions and exercises designed for a review of that lesson. After completing study of the lesson, you should answer the Self-Test exercises, then turn to the back of the subcourse booklet where the correct answers to the Self-Test have been included. A comparison of your answers with those given in the back of the subcourse will indicate your knowledge and understanding of the material presented. When you have completed all lessons to your satisfaction, complete and forward the Examination Answer Card which you will find in the subcourse packet. The grade you receive on the examination is your grade for the subcourse. * * * IMPORTANT NOTICE * * * THE PASSING SCORE FOR ALL ACCP MATERIAL IS NOW 70%. -
1455189355674.Pdf
THE STORYTeller’S THESAURUS FANTASY, HISTORY, AND HORROR JAMES M. WARD AND ANNE K. BROWN Cover by: Peter Bradley LEGAL PAGE: Every effort has been made not to make use of proprietary or copyrighted materi- al. Any mention of actual commercial products in this book does not constitute an endorsement. www.trolllord.com www.chenaultandgraypublishing.com Email:[email protected] Printed in U.S.A © 2013 Chenault & Gray Publishing, LLC. All Rights Reserved. Storyteller’s Thesaurus Trademark of Cheanult & Gray Publishing. All Rights Reserved. Chenault & Gray Publishing, Troll Lord Games logos are Trademark of Chenault & Gray Publishing. All Rights Reserved. TABLE OF CONTENTS THE STORYTeller’S THESAURUS 1 FANTASY, HISTORY, AND HORROR 1 JAMES M. WARD AND ANNE K. BROWN 1 INTRODUCTION 8 WHAT MAKES THIS BOOK DIFFERENT 8 THE STORYTeller’s RESPONSIBILITY: RESEARCH 9 WHAT THIS BOOK DOES NOT CONTAIN 9 A WHISPER OF ENCOURAGEMENT 10 CHAPTER 1: CHARACTER BUILDING 11 GENDER 11 AGE 11 PHYSICAL AttRIBUTES 11 SIZE AND BODY TYPE 11 FACIAL FEATURES 12 HAIR 13 SPECIES 13 PERSONALITY 14 PHOBIAS 15 OCCUPATIONS 17 ADVENTURERS 17 CIVILIANS 18 ORGANIZATIONS 21 CHAPTER 2: CLOTHING 22 STYLES OF DRESS 22 CLOTHING PIECES 22 CLOTHING CONSTRUCTION 24 CHAPTER 3: ARCHITECTURE AND PROPERTY 25 ARCHITECTURAL STYLES AND ELEMENTS 25 BUILDING MATERIALS 26 PROPERTY TYPES 26 SPECIALTY ANATOMY 29 CHAPTER 4: FURNISHINGS 30 CHAPTER 5: EQUIPMENT AND TOOLS 31 ADVENTurer’S GEAR 31 GENERAL EQUIPMENT AND TOOLS 31 2 THE STORYTeller’s Thesaurus KITCHEN EQUIPMENT 35 LINENS 36 MUSICAL INSTRUMENTS -
Culvert Replacement
Culvert Replacement Cofferdam systems are the most common method for separation in-water construction sites from flowing stream. Cofferdam systems enclose a work area to reduce the transport of sediment pollution generated from construction activities beyond the work site. Typical cofferdams are installed to keep water out of the work area by blocking surface and subsurface flow both upstream and downstream of the work area. Although the area between the cofferdams is ‘dewatered’ or ‘pumped dry,’ they are typically are not completely water tight. The intent is to minimize the amount of leakage under, through and around the cofferdam. As long as the water level between the cofferdams is kept low, the water pressure from the outside of the cofferdam will ensure that dirty water does not escape the work site and reach the stream resource. Cofferdams will not be used for pile driving activities. Cofferdams may include, but are not limited to; small sandbags, industrial, one cubic yard sandbags, jersey barriers, sheet piles, and proprietary/manufactured devices (e.g., inflatable cofferdams). Sandbag cofferdams are the most cost effective option but are generally limited to water depths less than 6 feet. Sandbag cofferdams are placed on the streambed and therefore do not block subsurface flow. A better “seal” is achieved between the sandbag cofferdam and the streambed if any large rocks are moved by hand prior to sandbag placement. If a project requires excavation of more than ~2 feet (e.g., to embed a large culvert) sheetpiles may be driven into the substrate to block subsurface flows in the channel, thereby creating a more structurally sound/safer work area. -
Atalaya Cabbala Kabbala Baccara Arabica Bacalao
ATALAYA ALBATAS MARACAS SARDANA YATAGAN MASALAS CABBAGE CARABIN BEADMAN CABBALA ATABALS MARASCA GALATEA HALAKAH SALAAMS CABBAGY COPAIBA SAMBAED KABBALA BALATAS MASCARA APANAGE HALAKHA LANTANA CABOMBA TAXICAB BANDEAU BACCARA ABOMASA CARAVAN ALTHAEA HALALAH PALAPAS GABBARD PAYBACK ABRADER ARABICA MASTABA CANASTA ANAEMIA HALAVAH ARRAYAL BEANBAG BARRACK ABRADES BACALAO BANANAS CANTATA AZALEAS HARIANA LAYAWAY BABESIA BACKSAW AUBADES CABALAS ARAROBA CARAPAX ANATASE APHASIA MANANAS BARBATE CAPABLY HANDBAG CARAMBA BAZAARS PATACAS AREAWAY HALALAS PANAMAS GABBART MACUMBA GAMBADO CABANAS ACACIAS CARAWAY ALFALFA HAWALAS MARANTA SABBATH TAMBACS SANDBAG CARABAO MALACCA CASSATA HAFTARA MAHATMA ATAMANS BALBOAS SAMBUCA DAGOBAS CASABAS CARACAL CASAVAS RATAFIA TAMASHA TAMARAO SABBATS CARBARN HATBAND CASSABA CASCARA CASSAVA FARAWAY LATAKIA PATAMAR BABASSU CARBORA BAHADUR CATAWBA ARCADIA ALAMEDA GALANGA MALARIA ZAMARRA BABYSAT ACROBAT BASIDIA ABFARAD ACAUDAL FARADAY APHAGIA APLASIA ASRAMAS BACCATE CATBOAT BIDARKA LAMBADA MACADAM AGGADAH ATAGHAN TALARIA SAMARAS DICAMBA SCARABS BARMAID BANDANA ARCHAEA HAGGADA AGRAPHA AMANITA SAMSARA CARABID AUCUBAS INDABAS FALBALA PANACEA AGGADAS ANALGIA PAISANA TARAMAS BALANCE ADDABLE TABANID GALABIA HALACHA ADAGIAL ANGARIA APRAXIA TAMARAU CAPABLE ABRADED BALLADS QABALAH CHALAZA HAMMADA GAZANIA PIASAVA SAVANNA ACTABLE BANDAID LAMBDAS ABAXIAL ACANTHA HAMADAS PATAGIA AQUARIA ZANANAS MACABER BADLAND BRADAWL PIASABA ACAPNIA ADAXIAL ASSAGAI ASTASIA PAPAYAN MACABRE SANDDAB ARMBAND ABASIAS ACRASIA DAMIANA MAJAGUA ATAXIAS TANTARA AMBSACE -
Polymer Stabilizing Geoinjection – Psgi® Géo-Injections Stabilisants À Base De Polymères – Psgi®
Polymer Stabilizing Geoinjection – PSGi® Géo-injections Stabilisants à base de polymères – PSGi® Silling Sealing Remplissage Étanchéité Restoration Restauration Consolidation Consolidation Production and Sales Production et vente Headquarters Siège: TPH Bausysteme GmbH Nordportbogen 8 D-22848 Norderstedt Branch Austria Succursale Autriche: TPH Bausysteme GmbH Hamerlingstraße 2a A-3910 Zwettl Branch Switzerland Succursale Suisse: TPH Bausysteme Schweiz AG Contact your consultant: Weltpoststraße 5 Contactez votre consultant: CH-3000 Bern 15 GEOFORM Canada Ltd. Branch Hong Kong Succursale Hong Kong: Unit 1 – 1293 North Service Road East TPH Far East Company Limited Oakville, ON L6H 1A7, Unit 5, 7/F, Block A, Canada Hoplite Industrial Centre, Phone: 1-416-900-8370 3 Wang Tai Road, Kowloon Bay E-mail: [email protected] TPH. Hong Kong http://geoformcanada.com/#home waterproofing systems Principles Principes Research Recherche References Références Conclusion Conclusionss n What is the purpose of n Basic prerequisites for successful n Stopping of strong water inflows Profitable use of geo-injection geo-injection? polymer stabilizing geoinjections Bloc d‘eau vive venant (VALUE ENGINEERING): Pourquoi la géo-injection est-elle Conditions de base pour une Æ 18 – 19 Valeur ajoutée de la géo-injection effectuée ? injection réussie de stabilisant n Solidification of brittle and (VALUE ENGINEERING): Æ 4 – 5 polymère fragile geological formations Æ 10 – 11 Consolidation de formations n Advance planning possibilities n Which injection agents are géologiques -
The City of Ottawa Flood Hazards
The City of Ottawa Flood Hazards The City of Ottawa is located in North Central LaSalle County, approximately 45 miles West of Joliet and 90 miles South of Rockford. The primary water course and sources of flooding are the Fox River and the Illinois River. A secondary and relatively inconsequential source of flooding is from the Goose Creek watershed which is only 6.58 square miles. The total fall for the Fox River from its source to Ottawa is 471 feet. The Fox River flows Southwest from its source, just North of Waukesha, Wisconsin, 187 miles to the mouth at the Illinois River in downtown Ottawa. There is a total of 2657 square miles of watershed in this basin. The water level of the Fox River is influenced more by the rainfall and runoff of Northeastern Illinois and Southern Wisconsin than by local rain events. The Illinois River is influenced by Northeast Illinois, and Northwestern Indiana. The Kankakee, Iroquois, Des Plaines and Chicago Rivers are tributaries of the Illinois River upstream of Ottawa. A critical component of our flood hazard in Ottawa is that the watershed of the Fox and Illinois Rivers upstream of Ottawa is more than 11,000 square miles. As a result, the City could receive a minimal amount of rain, yet experience a severe flood event caused by runoff from the watershed. The Illinois River flows West from its source at the confluence of the Kankakee and Des Plaines Rivers, through Ottawa from (mile mark 242.6) the Eastern boundaries to the Western city limits (mile mark 238.3). -
Estimated Costs / Detailed Budget Supporting Documentation
COOPERATION AGREEMENT BETWEEN THE UNITED STATES OF AMERICA and City of Hamburg, Iowa for EMERGENCY ASSISTANCE THIS AGREEMENT, entered Into this __ day of April 2019, by and between THE DEPARTMENTOFTHEARMY (hereinafter referred to as the "Government") acting by and through the District Engineer, Omaha District, U.S. Army Corps of Engineers, and the City of Hamburg, Iowa, (herelnafterreferred to as the "Public Sponsor"), acting by and through the Mayor of Hamburg, Iowa. WITNESSETH THAT: WHEREAS, 33 USC 701n authorizes the Chief of Engineers to flood fight and perform rescue operations. WHEREAS, the Public Sponsor has requested assistance under 33 USC 701n, and the Public Sponsor qualifies for such assistance In accordance with the established policies of the U.S. Army Corps of Engineers. WHEREAS, the Public Sponsor hereby represents that it has the authority and legal capability to furnish the non Federal cooperation hereinafter set forth and Is willing to participate with the terms of this agreement. NOW, THEREFORE, the parties agree as follows: 1. The Government wll'I perform theworl< described In Its scope of work (attached)that Is made part of this agreement. 2, The Public Sponsor wlll: a. Provide without cost to the Government all lands, easements, rights-of-ways, relocations, and borrow and dredged or excavated material disposal areas necessary for the worl<. b. Hold and save the Government free from damages arising from construction, operation, maintenance, repair, replacement, and rehabilitation of the work, except damages due to the fault or negligence of the Government or Its contractors, c. Operate, maintain, repair, replace, and rehabilitate the completed work In a manner satisfactoryto the Government.