The Bunker, Whittingham Lane, Goosnargh, Preston, Lancashire
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Resurrection from Bunkers and Data Centers Adam Fish and Bradley L
Resurrection from Bunkers and Data Centers Adam Fish and Bradley L. Garrett Abstract Bunkers are imposing physical objects that reveal surprising insights into how humans attempt to control time. This brief article investigates how concepts of time are structured through the architectural form by comparing two types: bunkers built to preserve human life and bunkers built to preserve data, or data centers. Though these two bunkers differ in what they seek to protect, each hinges on resurrection. In other words, the success of the bunker requires the emergence of its contents (people and/or data) at some point in the future. Where emergence is premature or never takes place, the temporality of the bunker is interrupted, rendering its materiality moot; unplanned interruptions may have serious consequences for life and death. Introduction: Materiality → Temporality ‘If our planet remains a self-sustaining environment, how nice for everyone and how bloody unlikely,’ she said. ‘Either way, the subterrane is where the advanced model realizes itself. This is not submission to a set of difficult circumstances. This is simply where the human endeavor has found what it needs.’ -Don Delillo (2016: 339) The bunker is a securitized storage space that bodies, objects, and materialized information enter in defense against anticipated threat. The mountain or cliff cave was humanity’s prehistoric bunker - a geological gift of sanctuary - where our ancestors lived, stored food, and buried their dead. Bunker development, from excavation and underground construction, co-evolved with agricultural sedentarism to protect grain, living people, and stored riches, with these bunkers always outliving their harboured artifacts, and the people who built them. -
Fire Service Features of Buildings and Fire Protection Systems
Fire Service Features of Buildings and Fire Protection Systems OSHA 3256-09R 2015 Occupational Safety and Health Act of 1970 “To assure safe and healthful working conditions for working men and women; by authorizing enforcement of the standards developed under the Act; by assisting and encouraging the States in their efforts to assure safe and healthful working conditions; by providing for research, information, education, and training in the field of occupational safety and health.” This publication provides a general overview of a particular standards- related topic. This publication does not alter or determine compliance responsibilities which are set forth in OSHA standards and the Occupational Safety and Health Act. Moreover, because interpretations and enforcement policy may change over time, for additional guidance on OSHA compliance requirements the reader should consult current administrative interpretations and decisions by the Occupational Safety and Health Review Commission and the courts. Material contained in this publication is in the public domain and may be reproduced, fully or partially, without permission. Source credit is requested but not required. This information will be made available to sensory-impaired individuals upon request. Voice phone: (202) 693-1999; teletypewriter (TTY) number: 1-877-889-5627. This guidance document is not a standard or regulation, and it creates no new legal obligations. It contains recommendations as well as descriptions of mandatory safety and health standards. The recommendations are advisory in nature, informational in content, and are intended to assist employers in providing a safe and healthful workplace. The Occupational Safety and Health Act requires employers to comply with safety and health standards and regulations promulgated by OSHA or by a state with an OSHA-approved state plan. -
Power Substation Construction and Ventilation System Co-Designed Using Particle Swarm Optimization
energies Article Power Substation Construction and Ventilation System Co-Designed Using Particle Swarm Optimization Jau-Woei Perng 1, Yi-Chang Kuo 1,2,* , Yao-Tsung Chang 2 and Hsi-Hsiang Chang 2 1 Department of Mechanical and Electro-Mechanical Engineering, National Sun Yat-sen University, Kaohsiung 80424, Taiwan; [email protected] 2 Taiwan Power Company Southern Region Construction Office, Kaohsiung 81166, Taiwan; [email protected] (Y.-T.C.); [email protected] (H.-H.C.) * Correspondence: [email protected]; Tel.: +886-3676901 Received: 19 February 2020; Accepted: 21 April 2020; Published: 6 May 2020 Abstract: This study discusses a numerical study that was developed to optimize the ventilation system in a power substation prior to its installation. We established a multiobjective particle swarm optimizer to identify the best approach for simultaneously improving, first, the ventilation performance considering the most appropriate inlet size and outlet openings and second, the reduction of the synthetic noise of the ventilation and power consumption from the exhaust fan equipment and its operation. The study used building information modeling to construct indoor and outdoor models of the substation building and verified the overall performance using ANSYS FLUENT 18.0 software to simulate the air velocity and air temperature distribution within the building. Results show that the exhaust fan of the B1F cable finishing room and the 23 kV gas insulated switchgear (GIS) room optimize the reduction of horsepower by approximately 1 Hp and 0.5 Hp. The combined noise is reduced by 4 dBA and 2 dBA; the exhaust fan runs for 30 min, and the two equipment rooms can cool down by 2.9 ◦C and 1.7 ◦C, respectively. -
Wyre and Preston North
STATEMENT OF PERSONS NOMINATED, NOTICE OF POLL AND SITUATION OF POLLING STATIONS Wyre Election of a Member of Parliament for Wyre and Preston North Notice is hereby given that: 1. A poll for the election of a Member of Parliament for Wyre and Preston North will be held on Thursday 12 December 2019, between the hours of 7:00 am and 10:00 pm. 2. One Member of Parliament is to be elected. 3. The names, home addresses and descriptions of the Candidates remaining validly nominated for election and the names of all persons signing the Candidates nomination paper are as follows: Names of Signatories Names of Signatories Names of Signatories Name of Description (if Home Address Proposers(+), Seconders(++) & Proposers(+), Seconders(++) & Proposers(+), Seconders(++) & Candidate any) Assentors Assentors Assentors 10 Woodhill Irish Norman(+) Denmark Robert(++) (+) (++) (+) (++) AINSCOUGH Avenue, Labour Party Cardno George Woods Joanne Lindsey Morecambe, Woods Patricia A Alan Winston Lancashire, Hindle Anna Miller Ellen Calver Thomas Barton Irene LA4 4PF Irish Joyce (address in Gilmour Joseph(+) Gilmour (+) (++) (+) (++) NORBURY Lancaster and The Green Party Sherriff Jane K Jacqueline(++) Ruth Fleetwood McKean Frederick K McKean Sandra A Constituency) McCann Deborah Valentine Julie Whittaker Helen Whittaker Barry Whittaker James 26 Aldwych Drive, Shannon Mavis(+) Chauhan Kanta(++) (+) (++) (+) (++) POTTER Preston, PR2 1SJ Liberal Democrats Finch Sandra Vija Finch Chris John James Lawrence Peter Johnstone Peter Johnstone Kathleen Raisbeck Anthony Hackett Joan E. Hackett Alan L. 23 Devona Coulthard John(+) Coulthard Helen(++) (+) (++) (+) (++) RAGOZZINO Avenue, Independent Stewart Joanne Read Martin J David Richard Blackpool, Read Andrea Neal Hannah FY4 4NU Gibbs Sean V Williams Jack A Williams Ryan S Williams Paul A (address in Seddon Harry(+) Pimbley Peter(++) (+) (++) (+) (++) WALLACE Morecambe and The Conservative Metcalf Alison Clempson Alfred Ben Lunesdale Party Candidate Whittam Susan M. -
Parish Plan 2005
WHITTINGHAM PARISH PLAN 2005 A CHANGING COMMUNITY WITH A GROWING FUTURE! N o Whittingham Parish Plan Contents What is a Parish Plan 1 Whittingham - The past 2 - Today 3 - The future 4 Action Plans – An introduction 5 Action Plan Summaries Housing 6 Transport 7 Service and Utilities 8 Education/Training/Employment 9 Culture and Community 10 Recreation, Sport and Leisure 11 Environment 12 Detailed Action plans (Appendix 1) 14 Housing 15 Transport 16 Service and utilities 19 Education 21 Community and Culture 23 Recreation, sport and leisure 25 Environment 27 Initial Analysis (Appendix 2) 30 Acknowledgements 49 Abbreviations/Additional information 50 Whittingham Map Back cover What is a Parish Plan? The Parish Plan concept was introduced in 2000 The questionnaire was restricted to 56 set questions following the publication of the Government’s Rural but opportunity was given for respondents to raise White Paper – “Our Countryside - The future”. Its any issues not covered by the questions. aim is “………… to encourage local communities to The questionnaire was distributed to over 850 take control of their own lives, to say what they want households of which 75% (635) were returned. doing in their own neighbourhood and to engage with other organisation to get it done.” Following analysis of the results an “Initial Analysis document” was produced which summarised the The plan has the potential to influence a wide range statistical data and residents’ feedback under seven of organisations and processes which affect the main headings: - lives of the community. While it cannot override adopted planning policy it can influence local 1) Housing housing and management strategies. -
Underground Mining Methods and Equipment - S
CIVIL ENGINEERING – Vol. II - Underground Mining Methods and Equipment - S. Okubo and J. Yamatomi UNDERGROUND MINING METHODS AND EQUIPMENT S. Okubo and J. Yamatomi University of Tokyo, Japan Keywords: Mining method, underground mining, room-and-pillar mining, sublevel stoping, cut-and-fill, longwall mining, sublevel caving, block caving, backfill, support, ventilation, mining machinery, excavation, cutting, drilling, loading, hauling Contents 1. Underground Mining Methods 1.1. Classification of Underground Mining Methods 1.2. Underground Operations in General 1.3. Room-and-pillar Mining 1.4. Sublevel Stoping 1.5. Cut-and-fill Stoping 1.6. Longwall Mining 1.7. Sublevel Caving 1.8. Block Caving 2. Underground Mining Machinery Glossary Bibliography Biographical Sketches Summary The first section gives an overview of underground mining methods and practices as used commonly in underground mines, including classification of underground mining methods and brief explanations of the techniques of room-and-pillar mining, sublevel stoping, cut-and-fill, longwall mining, sublevel caving, and block caving. The second section describes underground mining equipment, with particular focus on excavation machinery such as boomheaders, coal cutters, continuous miners and shearers. 1. UndergroundUNESCO Mining Methods – EOLSS 1.1. Classification of Underground Mining Methods Mineral productionSAMPLE in which all extracting operations CHAPTERS are conducted beneath the ground surface is termed underground mining. Underground mining methods are usually employed when the depth of the deposit and/or the waste to ore ratio (stripping ratio) are too great to commence a surface operation. Once the economic feasibility has been verified, the most appropriate mining methods must be selected according to the natural/geological conditions and spatial/geometric characteristics of mineral deposits. -
Reasonable Paths of Construction Ventilation for Large-Scale Underground Cavern Groups in Winter and Summer
sustainability Article Reasonable Paths of Construction Ventilation for Large-Scale Underground Cavern Groups in Winter and Summer Jianchun Sun 1, Heng Zhang 1,2,*, Muyan Huang 3, Qianyang Chen 1 and Shougen Chen 1 1 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of civil Engineering, Southwest Jiaotong University, Chengdu 610031, China; [email protected] (J.S.); [email protected] (Q.C.); [email protected] (S.C.) 2 School of Engineering, University of Warwick, Coventry CV4 7AL, UK 3 Institute of Foreign Languages, Sichuan Technology and Business University, Meishan 620000, China; [email protected] * Correspondence: [email protected]; Tel.: +86-028-8763-4386 Received: 19 September 2018; Accepted: 15 October 2018; Published: 18 October 2018 Abstract: Forced ventilation or newly built vertical shafts are mainly used to solve ventilation problems in large underground cavern groups. However, it is impossible to increase air supply due to the size restriction of the construction roadway, resulting in ventilation deterioration. Based on construction of the Jinzhou underground oil storage project, we proposed both a summer ventilation scheme and winter ventilation scheme, after upper layer excavation of the cavern is completed and connected with the shaft. A three-dimensional numerical model validated with field test data was performed to investigate air velocity and CO concentration. Fan position optimization and the influence of temperature difference on natural ventilation were discussed. The results show that CO concentration in the working area of the cavern can basically drop to a safe value of 30 mg/m3 in air inlet and exhaust schemes after 10 min of ventilation. -
Goosnargh Appeals Lancaster Road Date: 08 April 2021 Preston Click Here to Enter Text
Development Directorate Phone: 01772 533855 Preston City Council Email: [email protected] Town Hall Ref No: Goosnargh Appeals Lancaster Road Date: 08 April 2021 Preston Click here to enter text. PR1 2RL FAO James Mercer Goosnargh Appeals - Request from PINS Proposed Residential Development - applications subject to the Public Inquiry: 06/2018/0811 – Goosnargh Cottage, Whittingham Lane 06/2018/0884 – Bushells Farm, Mill Lane 06/2019/0311 – Land south of Whittingham Lane 06/2019/0772 – Land NE. of Swainson Farm, Goosnargh Lane 06/2019/0773 – Land at Swainson Farm, Goosnargh Lane 06/2020/1136 – Land north of Whittingham Lane. Dear James I write further to your request from PINS for additional highway advice for the above appeal sites. Lancashire County Council as Local Highway Authority (LHA) is responsible for providing and maintaining a safe and reliable highway network. The County Council is also committed to reducing congestion and delay and improving highway links both locally and strategically. With this in mind the present and proposed traffic networks have been considered which are influenced by these proposals. Regarding cumulative effects on the M55 junction 1 – the A6 roundabout is a county road (Lancashire County Council is the LHA) and not under the jurisdiction of Highways England. The junction slip roads are the responsibility of Highways England. Cumulative Traffic Impacts Of Appeal Sites The application sites are not allocated for development within the current Preston Local Plan. This means that the transport impacts of developing this site have not been assessed alongside the remainder of the Local Plan. Consequently, LCC had concerns that the cumulative impacts of the proposed development will not have a Phil Durnell Director Highways and Transport Lancashire County Council PO Box 100 County Hall Preston PR1 0LD severe impact on the existing and proposed highway infrastructure, specifically the function of A6 Broughton Bypass and the M55 Junction 1. -
Lancashire Federation of Women's Institutes
LIST OF LANCASHIRE WIs 2021 Venue & Meeting date shown – please contact LFWI for contact details Membership number, formation year and month shown in brackets ACCRINGTON & DISTRICT (65) (2012) (Nov.) 2nd Wed., 7.30 p.m., Enfield Cricket Club, Dill Hall Lane, Accrington, BB5 4DQ, ANSDELL & FAIRHAVEN (83) (2005) (Oct.) 2nd Tues, 7.30 p.m. Fairhaven United Reformed Church, 22A Clifton Drive, Lytham St. Annes, FY8 1AX, www.ansdellwi.weebly.com APPLEY BRIDGE (59) (1950) (Oct.) 2nd Weds., 7.30 p.m., Appley Bridge Village Hall, Appley Lane North, Appley Bridge, WN6 9AQ www.facebook.com/appleybridgewi ARKHOLME & DISTRICT (24) (1952) (Nov.) 2nd Mon., 7.30 p.m. Arkholme Village Hall, Kirkby Lonsdale Road, Arkholme, Carnforth, LA6 1AT ASHTON ON RIBBLE (60) (1989) (Oct.) 2nd Tues., 1.30 p.m., St. Andrew’s Church Hall, Tulketh Road, Preston, PR2 1ES ASPULL & HAIGH (47) (1955) (Nov.) 2nd Mon., 7.30 p.m., St. Elizabeth's Parish Hall, Bolton Road, Aspull, Wigan, WN2 1PR ATHERTON (46) (1992) (Nov.) 2nd Thurs., 7.30 p.m., St. Richard’s Parish Centre, Jubilee Hall, Mayfield Street, Atherton, M46 0AQ AUGHTON (48) (1925) (Nov.) 3rd Tues., 7.30 p.m., ‘The Hut’, 42 Town Green Lane, Aughton, L39 6SF AUGHTON MOSS (19) (1955) (Nov.) 1st Thurs., 2.00 p.m., Christ Church Ministry Centre, Liverpool Road, Aughton BALDERSTONE & DISTRICT (42) (1919) (Nov.) 2nd Tues., 7.30 p.m., Mellor Brook Community Centre, 7 Whalley Road, Mellor Brook, BB2 7PR BANKS (51) (1952) (Nov.) 1st Thurs., 7.30 p.m., Meols Court Lounge, Schwartzman Drive, Banks, Southport, PR9 8BG BARE & DISTRICT (67) (2006) (Sept.) 3rd Thurs., 7.30 p.m., St. -
ATP 3-21.51 Subterranean Operations
ATP 3-21.51 Subterranean Operations 129(0%(5 2019 DISTRIBUTION RESTRICTION: Approved for public release; distribution is unlimited. This publication supersedes ATP 3-21.51, dated 21 February 2018. Headquarters, Department of the Army This publication is available at the Army Publishing Directorate site (https://armypubs.army.mil), and the Central Army Registry site (https://atiam.train.army.mil/catalog/dashboard) *ATP 3-21.51 Army Techniques Publication Headquarters No. 3-21.51 Department of the Army Washington, DC, 1RYHPEHr 2019 Subterranean Operations Contents Page PREFACE..................................................................................................................... v INTRODUCTION ........................................................................................................ vii Chapter 1 SUBTERRANEAN ENVIRONMENT ......................................................................... 1-1 Attributes of a Subterranean System ........................................................................ 1-1 Functionality of Subterranean Structures .................................................................. 1-1 Subterranean Threats, Hazards, and Risks .............................................................. 1-2 Denial and Deception ................................................................................................ 1-6 Categories of Subterranean Systems ....................................................................... 1-9 Construction of Subterranean Spaces and Structures ........................................... -
Drilled Shaft Construction at Crownpoint, New Mexico
DRILLED SHAFT CONSTRUCTION AT CROWNPOINT, NEW MEXICO by Hassell E. Hunter Senior Staff Engineer Production Engineering Services Conoco Inc., Houston, Texas ABSTRACT The Wyoming Mineral-Conoco Crownpoint Project represents the rirst time that big bole drilling has been exclusively used to develop totally a privately financed mine below a depth of 1000 feet. Three shafts, one ten feet in diameter and two six feet in diameter, were successfully drilled to depths of 22431, 2188' and 2188' respectively and cased with hydrostatic designed steel casing. The largest shaft is to be used to handle muck and water from station excavation and enlargement of the other two shafts. A reverse circulation system with potassium chloride base mud was used for drilling. The mud was cleaned by settling in steel lined tanks With assistance by cyclone type separators. Deviation was monitored by gyroscopic surveying at 30 foot intervals and did not exceed 16 inches off plumb. Casing was designed to withstand hydrostatic pressures with a 1.5 safety factor to the large shaft and 1.25 safety. factor for the smaller Shafts. All casing welds were x-ray tested prior to lowering the casing in the hole. Cementing the annular space completed the operation. The total time to mobilize, drill and move off the three shafts was 363 days. The drilling operation was completed ahead of schedule and under budget. INTRODUCTION The Crownpoint Project is a joint venture between Wyoming Mineral Corporation and Conoco Inc. The operator of the Crownpoint Project is Conoco Inc. Reference hereafter to the Crownpoint Project is intended to mean the joint venture in this paper. -
An Integrated Approach to Climate Adaptation at the Chicago Transit Authority
An Integrated Approach to Climate Adaptation at the Chicago Transit Authority AUGUST 2013 FTA Report No. 0070 Federal Transit Administration PREPARED BY Chicago Transit Authority TranSystems COVER PHOTO Courtesy of AAA Engineering DISCLAIMER This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. The United States Government does not endorse products of manufacturers. Trade or manufacturers’ names appear herein solely because they are considered essential to the objective of this report. An Integrated Approach to Climate Adaptation at the Chicago Transit Authority AUGUST 2013 FTA Report No. 0070 PREPARED BY Chicago Transit Authority TranSystems SPONSORED BY Federal Transit Administration Office of Research, Demonstration and Innovation U.S. Department of Transportation 1200 New Jersey Avenue, SE Washington, DC 20590 AVAILABLE ONLINE http://www.fta.dot.gov/research Metric Conversion Table SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL LENGTH in inches 25.4 millimeters mm ft feet 0.305 meters m yd yards 0.914 meters m mi miles 1.61 kilometers km VOLUME fl oz fluid ounces 29.57 milliliters mL gal gallons 3.785 liter L ft3 cubic feet 0.028 cubic meters m3 yd3 cubic yards 0.765 cubic meters m3 NOTE: volumes greater than 1000 L shall be shown in m3 MASS oz ounces 28.35 grams g lb pounds 0.454 kilograms kg megagrams T short tons (2000 lb) 0.907 Mg (or “t”) (or “metric ton”) TEMPERATURE (exact degrees) o 5 (F-32)/9 o F Fahrenheit Celsius C or (F-32)/1.8 FEDERAL TRANSIT ADMINISTRATION ii REPORT DOCUMENTATION PAGE Form Approved OMB No.