Gistechnical Evaluation of the Flood Disaster in the Summer 2002 for The
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The State Reservoir Administration of Saxony Property from Floods
Masthead Publisher: Landestalsperrenverwaltung des Freistaates Sachsen Bahnhofstraße 14, 01796 Pirna, Germany Internet: www.talsperren-sachsen.de Tel.: +49 (0) 3501 796 – 0, Fax: +49 (0) 3501 796-116 E-mail: [email protected] Editors: Press and Public Relations Copy Deadline: February 2007 Photographs: Landestalsperrenverwaltung des Freistaates Sachsen, Kirsten J. Lassig, www.photocase.com Circulation: 1,000 copies Design: Heimrich & Hannot GmbH Printing: Druckfabrik Dresden GmbH Paper: 100 % chlorine free bleached THE STATE RESERVOIR (No access for electronically signed as well as for encrypted electronic documents) ADMINIstrATION OF SAXONY Note This informational brochure is published by the Saxon State Government in the scope of its public relations work. It may not be used by parties or campaign Function – Organization – Projects aids for the purpose of election advertising. This is valid for all elections. CONTENts 4 10 12 14 18 24 FOREWORD ORGANIZATION OF THE THE NERVE CENTER ON-SITE EXPERTISE: Zwickauer Mulde/ FLOOD PROTECTION AND STATE RESERVOIR OF THE STATE RESERVOIR THE REGIONAL WORKS Obere Weiße Elster DRINKING WATER SUPPLy – 5 ADMINISTRATION OF SAXONY ADMINISTRATION OF SAXONY: TWO EXAMPLES STEWARDSHIP HEADQUARTERS IN PIRNA 14 20 OF SAXony’S WATERS Oberes Elbtal Spree/Neiße 24 Function of the State Reservoir Comprehensive flood protection Administration of Saxony 16 22 for the city of Torgau Freiberger Mulde/ Elbaue/Mulde/ Zschopau Untere Weiße Elster 26 Complex overhaul of the Klingenberg dam 2 CONTENTS 3 FOREWORD The first water reservoirs in Saxony were built as Saxony was founded in 1992 as the first public early as 500 years ago. The mining industry was enterprise in Saxony. -
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 -
Melvin Jones Fellow
NORTH DAKOTA Volume 33, Number 12 | Offi LIONcial Publication of Lions Districts 5NE & 5NW | June 2011 Mandan Lions feed fl ood volunteers Submitted by 5NW VDG Pat Vannett On May 25, 2011, Lions Kevin and Pat Vannett of the Mandan Dacotah Lions approached Mandan Mayor Tim Helbling with the idea of organizing food for all of the volunteers that would be needed to fi ght the fl ood. He replied “that would be awesome.” Th e Mandan Dacotah Lions board of directors quickly acted to approve the project and Mandan Lions Club President; Jeff Erickson called his club for workers and within THREE hours Kevin and Pat had organized donations of water, food, and tents. Th e grills were lit and our journey began. Because of the working relationship that all of the Lions of Mandan have with business owners in our community, those businesses quickly got on board to support this project. Many businesses stepped up to the plate when asked to help. Others called us to ask “what do you need, we want to help.” Th is was truly a community wide eff ort where every church, organization, Setting up to feed the volunteers in the 2011 fl ood fi ght are Lion business and private person united in the fi ght to save our city. Bill Schott of the Mandan Lions and Lion Kevin Vannett along with Th e Red Cross soon came by and was quite impressed with his son Matt, and Lion Marcy Moore of the Mandan Dacotah the organization that was in place. Th ey soon were calling to see Lions. -
Die Talsperre Gottleuba Talsperrenbau Ableitungssystem
Wasserkraftanlagen und Wasserwerk In der Schieberkammer des linken Grundablasses befindet sich eine Kleinwasserkraftanlage mit einer Durchströmturbine. Sie liefert bei einer Abgabe von 40 Litern pro Sekunde eine Energie- leistung von zehn Kilowatt. Das deckt annähernd den Eigenbe- darf der Talsperre. Einige hundert Meter unterhalb der Stauanlage liegt das Was- serwerk Gottleuba, das über zwei Stahlrohrleitungen Wasser aus der Talsperre erhält. Zu ihm gehört auch ein 42 Kilometer langes Die Talsperre Gottleuba Talsperrenbau Ableitungssystem. Im Schnitt werden 170 Liter pro Sekunde an Talsperre Gottleuba das Werk abgegeben. In Spitzenzeiten können hier täglich bis zu An der Talsperre 1, 01816 Bad Gottleuba 33.000 Kubikmeter Wasser aufbereitet werden. Damit werden Bauwerksüberwachung mehr als 150.000 Menschen im Landkreis Sächsische Schweiz – Anfahrt zur Talsperre Osterzgebirge und in Dresden mit Trinkwasser versorgt. Fahren Sie auf der Autobahn A17 bis zur Anschlussstelle Bad und Wassergüte Gottleuba und folgen Sie dann der S 176 bis Bad Gottleuba. Hier biegen Sie rechts ab und verlassen den Ort Richtung Bahratal/ Damit die Standsicherheit des Absperrbauwerkes jederzeit über- OT Hellendorf. Am Ortsausgang biegen Sie rechts Richtung wacht werden kann, gibt es ein umfangreiches Messsystem. Talsperre ab. Dazu gehören beispielsweise Fugenspaltmessungen, hydrostati- sches Nivellement, Pendel- und Schwimmlote oder elektrische und hydraulische Sohlenwasserdruckgeber. Mit Pegelanlagen und zugehörigen Messeinrichtungen werden außerdem die Zuflüsse -
Results of the International Cross-Calibration Courses 2003
Convention on Long-Range Transboundary Air Pollution International Co-operative Programme on Assessment and Monitoring of Air Pollution Effects on Forests Results of the International Cross-calibration Courses 2003 Volker Mues April 2004 Programme Co-ordinating Centre of ICP Forests Federal Research Centre for Forestry and Forest Products Contents 1 Introduction _______________________________________________________ 1 2 Data and Methods __________________________________________________ 1 2.1 International Cross-Calibration Course for Crown Condition Assessment – Black pine and Aleppo pine – Greece _______________________________________________________1 2.2 International Cross-Calibration Course for Crown Condition Assessment – Norway spruce and Common beech – August 10-13, Bad Gottleuba, Saxony, Germany ___________1 2.3 International Cross-Calibration Course for Crown Condition Assessment – Scots pine and Silver birch – August 19-22, Pühajärve, Estonia _________________________________4 2.4 Statistics ______________________________________________________________________6 3 Results ___________________________________________________________ 7 3.1 ICC 2003 on Norway spruce and Common beech in Germany _________________________7 3.1.1 Norway spruce 7 3.1.2 Common beech 8 3.2 ICC 2003 on Scots pine and Silver birch in Estonia __________________________________9 3.2.1 Scots pine 9 3.2.2 Silver birch 9 3.3 Comparison with ICC 2000 in Germany __________________________________________10 3.3.1 Norway spruce, p0405 – Cun_A 11 3.3.2 Common beech, -
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 -
Lessons Learned from the Flood 2002 in Saxony/Germany
View metadata, citationbroughtCORE and to similar you by papers at core.ac.uk provided by Technische Universität Dresden: Qucosa Bornschein, A., Pohl, R.: Lessons learned from the 2002 flood in Saxony, Germany.- In: Proc. 40th Defra Flood and Coastal management Conference 2005, York, England, pp. 05B.3.1-05B.3.12 p 1 Lessons learned from the flood 2002 in Saxony/Germany R. Pohl Institute of Hydraulic Engineering and Applied Hydromechanics, Faculty of Civil Engineering, Dresden University of Technology Abstract: In August 2002 a heavy rainfall event lasting more than two days occurred in Saxony/Germany. This led to extreme flash floods and extreme high water levels in some left tributaries of the river Elbe in the Ore mountains (Erzgebirge). Much damage occurred: houses and bridges were destroyed, much sediment moved and a dam broke. About 20 people died. Immediately after the event a mapping exercise of all damages arising from the flood was compiled. The hydrologic and hydraulic processes during the flood were analysed. This analysis included the genesis of the flood, the flood routing, the erosion, plain bed load transport and the sedimentation. The analysis of such an extraordinary event can help us learn how to prevent flood damages in the future. Description of the considered rivers and catchment areas Several countries and many regions were affected by the big flood of the year 2002 such as Austria, the Czech Republic and Germany. The Ore mountains area (Erzgebirge) in Saxony/Germany was one of the worst hit region. These highlands are situated in the eastern part of Germany at the border between Saxony and the Czech Republic (figure 1).