Overall Physical Improvements Strategies
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North Vorthumberland
Midlothian Vice-county 83 Scarce, Rare & Extinct Vascular Plant Register Silene viscaria Vicia orobus (© Historic Scotland Ranger Service) (© B.E.H. Sumner) Barbara E.H. Sumner 2014 Rare Plant Register Midlothian Asplenium ceterach (© B.E.H. Sumner) The records for this Register have been selected from the databases held by the Botanical Society of Britain and Ireland. These records were made by botanists, most of whom were amateur and some of whom were professional, employed by government departments or undertaking environmental impact assessments. This publication is intended to be of assistance to conservation and planning organisations and authorities, district and local councils and interested members of the public. Acknowledgements My thanks go to all those who have contributed records over the years, and especially to Douglas R. McKean and the late Elizabeth P. Beattie, my predecessors as BSBI Recorders for Midlothian. Their contributions have been enormous, and Douglas continues to contribute enthusiastically as Recorder Emeritus. Thanks also to the determiners, especially those who specialise in difficult plant groups. I am indebted to David McCosh and George Ballantyne for advice and updates on Hieracium and Rubus fruticosus microspecies, respectively, and to Chris Metherell for determinations of Euphrasia species. Chris also gave guidelines and an initial template for the Register, which I have customised for Midlothian. Heather McHaffie, Phil Lusby, Malcolm Fraser, Caroline Peacock, Justin Maxwell and Max Coleman have given useful information on species recovery programmes. Claudia Ferguson-Smyth, Nick Stewart and Michael Wilcox have provided other information, much appreciated. Staff of the Library and Herbarium at the Royal Botanic Garden Edinburgh have been most helpful, especially Graham Hardy, Leonie Paterson, Sally Rae and Adele Smith. -
19 03613 FUL Clovenstone Gardens
Development Management Sub Committee Wednesday 17 June 2020 Application for Planning Permission 19/03613/FUL at Land North West Of 13, Clovenstone Gardens, Edinburgh Erection of 69 flats and associated works Item number Report number Wards B02 - Pentland Hills Summary The proposal complies with the policies within the Edinburgh Local Development Plan. The principle of the use is acceptable, there is no adverse impact on neighbouring amenity, the accommodation will provide a high standard of amenity for future occupiers. The parking and access has been well designed to prioritise active travel and meets the requirements of the Edinburgh Design Guidance. The proposal will provide contemporary, affordable accommodation within a well landscaped setting and contribute towards the regeneration of Wester Hailes. There are no material planning considerations that outweigh this conclusion. Links Policies and guidance for LDPP, LDEL01, LDES01, LDES03, LDES04, this application LDES05, LDES06, LDES07, LDES08, LEN12, LEN18, LEN20, LEN21, LEN22, LHOU01, LHOU02, LHOU03, LHOU04, LHOU06, LHOU10, LTRA02, LTRA03, LTRA04, SUPP, SGDC, NSG, NSGD02, Development Management Sub-Committee – 17 June 2020 Page 1 of 25 19/03613/FUL Report Application for Planning Permission 19/03613/FUL at Land North West Of 13, Clovenstone Gardens, Edinburgh Erection of 69 flats and associated works Recommendations 1.1 It is recommended that this application be Granted subject to the details below. Background 2.1 Site description The application site, covering an area of 0.55ha, is triangular in shape, lying north east of the junction between Clovenstone Gardens and Clovenstone Road. The site and wider area is identified in the Edinburgh Local Development Plan as open space, part of Kingsknowe Golf Course. -
RSPB Loch Leven, Vane Farm Flower Show Schedule Here at the Newsletter We Are Looking Forward to Kinross Show, a Great Fun Event for All the Family
Founding editor, Mrs Nan Walker, MBE Kinross Newsletter Founded in 1977 by Kinross Community Council ISSN 1757-4781 Published by Kinross Newsletter Limited, Company No. SC374361 Issue No 474 All profits given away to local good causes by The Kinross Community Council Newsletter, Charitable Company No. SC040913 www.kinrossnewsletter.org www.facebook.com/kinrossnewsletter June 2019 DEADLINE CONTENTS for the July Issue From the Editor, Letters ............................................................... 2 5pm, Congratulations ........................................................................... 6 Friday 14 June 2019 News and Articles ........................................................................ 7 Police Box .................................................................................. 22 for publication on Health & Wellbeing ................................................................... 23 Saturday 29 June 2019 Community Councils ................................................................. 26 Club & Community Group News ............................................... 36 Contributions for inclusion Sport. ......................................................................................... 50 Scottish Women’s Institutes. ..................................................... 59 in the Newsletter Out & About. ............................................................................. 60 The Newsletter welcomes items from community Church Information .................................................................. -
Siena Footbridge
Structural Stainless Steel Case Study 05 Siena Footbridge Completed in 2006, this stainless steel cable stayed footbridge spans 60 m over a busy motorway in the suburb of Ruffolo, Siena, in central Italy. The bridge girders and pylons are fabricated from a ‘lean’ duplex grade of stainless steel and it is one of the first times this grade has been used for a footbridge. The bridge has a striking appearance, is functionally efficient and cost-effective with a low life cycle cost. Material Selection The City of Siena required an attractive pedestrian crossing to be constructed over the motorway in the suburb of Ruffolo. The structure needed to have a 120 year design life without expensive and disruptive maintenance requirements. The architect selected the ‘lean’ stainless steel duplex grade 1.4162 (S32101) for the girders and pylons of the bridge. Lean duplexes have a very low nickel content (1.5 % compared to >3 % in standard duplex stainless steels), which results in significant cost benefits compared to other austenitic and duplex grades. This grade of stainless steel also experiences less price volatility because of the low nickel content. The corrosion resistance of 1.4162, which lies between that of austenitic grades 1.4301 (S30400) and 1.4404 (S31603), is adequate for Ruffolo’s benign inland environment with relatively low pollution levels. Grade 1.4162 has high strength (450 N/mm2), good ductility (at least 30 %) and good formability and weldability. The high strength enables reductions in section sizes, relative to carbon steel sections, leading to lighter structures. This grade has tremendous potential for future structural applications. -
Camera No Description Location/Address Area Postcode
Camera No Description Location/Address Area Postcode 101 Broughton St The junction of Broughton St and London Street, Edinburgh City Centre EH1 3RJ 103 Picardy Place Picardy Place, Edinburgh City Centre EH1 3SP 104 East End The junction of North Bridge and Princes Street, Edinburgh City Centre EH2 2EQ 105 Sth St Andrews St The junction of South St. Andrew Street and Princes Street, Edinburgh City Centre EH2 2AN 106 Waverley Bridge The junction of Waverley Bridge and Princes Street, Edinburgh City Centre EH1 1BQ 107 Multrees Walk The junction of Multrees Walk and St. Andrew Square, Edinburgh. City Centre EH2 2AD 108 West St. Andrew Square The junction of St. Andrew Square and George Street, Edinburgh City Centre EH2 1AU 109 Queen Street The junction of Queen Street and Hanover Street, Edinburgh City Centre EH2 1JX 110 George St. East The junction of George Street and Hanover Street, Edinburgh City Centre EH2 2HN 111 The Mound The junction of Hanover Street and Princes Street, Edinburgh City Centre EH2 2DF 112 Frederick St The junction of Frederick Street and Princes Street, Edinburgh City Centre EH2 2ER 113 George St. West The junction of North Castle Street and George Street, Edinburgh City Centre EH2 2HN 114 Rose Street West The junction of Rose Street and Castle Street, Edinburgh City Centre EH2 3AH 115 Castle St The junction of Castle Street and Princes Street, Edinburgh City Centre EH2 4AA 116 Princes St West The junction of Lothian Road and Princes Street, Edinburgh City Centre EH2 4BL 117 Festival Sq Festival Square at Lothian Road, -
Pedestrian Footbridge, (Applicant Identification: ) Environmental Assessment
PEDESTRIAN FOOTBRIDGE, (APPLICANT IDENTIFICATION: ) ENVIRONMENTAL ASSESSMENT New York State Governor’s Office of Storm Recovery May 8, 2015 PEDESTRIAN FOOTBRIDGE – ENVIRONMENTAL ASSESSMENT & ERR PROJECT SUMMARY Responsible Entity: New York State Homes & Community Renewal – Housing Trust Fund Corporation cooperating with the Governor’s Office of Storm Recovery (GOSR) Certifying Officer: Daniel Greene, Esq., Certifying Environmental Officer, GOSR Project Name: Pedestrian Footbridge, Funding Recipient: Federal Agency: U.S. Department of Housing & Urban Development (HUD) Project #: Project Sponsor: New York State Housing Trust Fund Corporation Program Name: New York State Community Development Block Grant – Disaster Recovery (Housing Assistance Programs, 1 - 4 Unit) Project Address: , Sundown, NY 12740 Project County: Ulster County, NY Estimated Project Cost: $140,000 Project Sponsor Governor’s Office of Storm Recovery Address: 99 Washington Avenue, Suite 1224 Albany, New York 12231 Primary Contact/ Person Governor’s Office of Storm Recovery To Direct Comments: 25 Beaver Street, 5th Floor New York, New York 10004 E-Mail address: [email protected] Telephone Number: (212) 480-4644 Project NEPA 24 CFR 58.36 Classification: Finding of No Significant Impact - The project will not result ENVIRONMENTAL in a significant impact on the quality of the human FINDING: environment. Finding of Significant Impact - The project may significantly affect the quality of the human environment. The undersigned hereby certifies that New York State Housing Trust Fund Corporation has conducted an environmental review of the project identified above and prepared the attached environmental review record in compliance with all applicable provisions of the National Environmental Policy Act of 1969, as amended, (42 USC sec. -
Footbridge Design for Pedestrian Induced Vibrations
FOOTBRIDGE DESIGN FOR PEDESTRIAN INDUCED VIBRATIONS SABINA PIRAS, KWAN CHIN WSP OPUS, Auckland, New Zealand INTRODUCTION With innovative engineering and inspiring design, footbridges have become functional works of art. However, the use of longer and lighter spans have made footbridges more susceptible to human-induced vibrations; causing discomfort to pedestrians and compromising the utility of the structure, even though the bridge is structurally sound and safe to cross. Design codes address this dynamic problem by providing limits for natural frequency and simplistic provisions to keep the footbridge experience pleasant. For slender, lightweight bridges, such as stress ribbon or cable-stayed bridges, this dynamic problem can be onerous and require a refined analysis to demonstrate that the comfort level can be satisfied. This paper presents a guideline to determine the dynamic bridge characteristics under pedestrian loading. In addition, factors that influence a bridge’s response to vibration and possible vibration mitigation measures are discussed herein. This paper focuses on the recommended design procedure by presenting an analytical model of a concrete footbridge subjected to a dynamic load representing the effects of a stream of pedestrians crossing the structure. In the vertical direction, the peak acceleration from the pedestrian loading is compared with published acceptance criteria. In the lateral direction, the critical number of pedestrians at which the bridge response becomes unstable is calculated. HUMAN LOCOMOTION When a pedestrian crosses a bridge, a dynamic force is produced which has components in the vertical, lateral and longitudinal directions. These dynamic forces are described as a function of time and space, periodically repeated with regular time intervals. -
CARRY on STREAMIN from EDINBURGH FOLK CLUB Probably the Best Folk Club in the World! Dateline: Wednesday 16 September 2020 Volume 1.08
CARRY ON STREAMIN from EDINBURGH FOLK CLUB Probably the best folk club in the world! Dateline: Wednesday 16 September 2020 Volume 1.08 TRADITION WORKS IN THE project in 3 pilot areas in Scotland, a team of ten practitioners. We piloted the project, CARRY ON STREAMIN COMMUNITY, NATURALLY which was forensically logged and You may recognise in our banner a A trad muso’s journey working with evaluated, with great results, and went on ‘reworking’ of the of the Carrying people living with dementia to train a range of professionals - Stream festival which EFC’s late chair, including librarians and activities co- Paddy Bort, created shortly after the ordinators in care home and care settings, death of Hamish Henderson. in some of our methods. After Paddy died in February 2017, We all, in our own way, broadened the EFC created the Paddy Bort Fund scope beyond the curated conversation (PBF) to give financial assistance to into creative areas, such as crafts, folk performers who, through no fault songmaking, working with words. The of their own, fall on hard times. project was highly successful but no No-one contemplated anything like the further funding could be found past the coronavirus. Now we need to ‘training others’ phase. replenish PBF and have set a target of Christine Kydd: pic Louise Kerr Since, however, I’ve used the model in (at least) £10 000. various settings including as part of a large There are two strands to Carry On Christine Kydd writes ... project (delivered by my Ceilidhmakers Streamin - this publication and our This article tell you about how I got into brand with Ewan McVicar), called Telling YouTube channel where you will find, working with people who live with our Stories, for the Tay Landscape every fortnight, videos donated by Dementia, and just one of the projects that Partnership, and also in Kirrie some of the best folk acts around. -
Character of Vortex Induced Vibration in Suspension Footbridge *Jiawu Li , Yinzhi Wang and Shuaiyu Chen
Character of Vortex Induced Vibration in Suspension Footbridge *Jiawu Li1), Yinzhi Wang2) and Shuaiyu Chen3) 1), 2), 3) Highway school of Chang’an University, Xi’an 710064, China 1) [email protected] ABSTRACT In this paper, the characteristics of vortex induced vibration by use of six types of sectional model in suspension footbridges are investigated. Combined with wind tunnel test results based on dynamic characteristic analysis and CFD-Fluent numerical simulation results, the influence of parameters, such as the porous ratio of handrail fence and pedestrian, on the character of vortex-induced deck vibration was probed. According to the test results, the mitigating measures were checked to improve the performance of suspension footbridge in service. 1. INTRODUCTION Suspension footbridges are very often characterized by low stiffness, narrow deck, low mass and small damping. So it is susceptible to vibrations when subjected to dynamic loads. Especially in recent decades, materials with improved mechanical characteristics are widely used in construction of footbridges so that the fundamental frequency of these structures is often close to the dynamic excitation of pedestrian and wind. As a result, vibrations are often commonly occurred in such structures. As is known, excessive vibrations have severe effects not only on comfort of pedestrians but also on duration of structures so many specifications develop provisions of vibrations to guide design of footbridges. For instance, EN 1990/A1 [1] mandates that verification of the vibration comfort criteria should be performed when the fundamental frequency of the footbridge is less than 5.0 Hz for vertical vibrations and 2.5 Hz for horizontal and torsional vibrations. -
The Edinburgh Union Canal Strategy
The Edinburgh Union Canal Strategy DECEMBER 2011 The Edinburgh Union Canal Strategy The Edinburgh Union Canal Strategy Contents THE EDINBURGH UNION CANAL STRATEGY 3 ince its re-birth as part of the Millennium Link Project the Union Canal has come a long way from a derelict CONTENTS 3 S backwater to become one of Edinburgh’s most important heritage, recreational and community assets. The BACKGROUND 4 Union Canal is now enjoyed on a daily basis by people from across the city and beyond for a variety of uses such as boating, rowing, walking, cycling and fi shing. THE EDINBURGH UNION CANAL STRATEGY KEY AIMS AND OBJECTIVES 5 The Union Canal is also a focus for new development, The City of Edinburgh Council (CEC) and British Current Context 7 particularly at Fountainbridge, for new canal boat Waterways Scotland (BWS) have prepared this strategy SCOTLAND’S CANALS 9 moorings and marinas and for canal-focused for the Union Canal within the Edinburgh area to THE UNION CANAL IN EDINBURGH 9 community activities. However, as the canal is guide its development and to promote a vision of the HISTORY AND HERITAGE 10 developed, it must also be protected and its potential place we wish the Union Canal to be. PLANNING AND DEVELOPMENT 11 maximised for the for the benefi t of the wider ENVIRONMENT AND BIODIVERSITY 12 community and environment. MOVEMENT AND CONNECTIVITY 13 COMMUNITY AND TOURISM 14 The Strategy 15 “The Union Canal is one of Edinburgh’s hidden gems. We hope this Strategy OPPORTUNITY 1 - ACCESS TO THE UNION CANAL 16 will allow more of our citizens to appreciate and benefi t from its beauty as OPPORTUNITY 2 - WATERWAY, DEVELOPMENT AND ENVIRONMENT 18 well as the economic development potential it provides.” OPPORTUNITY 3 - COMMUNITY, RECREATION AND TOURISM 20 Councillor Tim McKay, Edinburgh Canal Champion OPPORTUNITY 4 - INFRASTRUCTURE, DRAINAGE, CLIMATE CHANGE 22 The Canal Hubs 23 “The publication of the new Edinburgh Canal Strategy is a major milestone in the renaissance of the RATHO 26 two hundred year old Union Canal. -
GROWING LOCALLY Edinburgh’S Food Growing Strategy 2021 - 2026
GROWING LOCALLY Edinburgh’s Food Growing Strategy 2021 - 2026 Contents Contents ...................................................................................................................................................... 1 Executive Summary .................................................................................................................................... 2 Foreword ..................................................................................................................................................... 4 Introduction ................................................................................................................................................. 5 Food Growing in Edinburgh: Key Facts .................................................................................................... 8 Vision and Objectives ............................................................................................................................... 10 Objective 1: Grow more food in Edinburgh ............................................................................................ 12 Objective 2: Increase consumption of locally grown food .................................................................... 17 Objective 3: Increase awareness and engagement ................................................................................ 21 Delivering the strategy ............................................................................................................................. 23 Executive Summary -
400 Airport • Ingliston P&R • Gyle • Wester Hailes • Fairmilehead • Moredun • Royal Infirmary • Fort Kinnaird
Real time information Get real-time departures from your local bus stop: TfEapp.com Live service updates are also available online at www.lothianbuses.co.uk 400 Airport • Ingliston P&R • Gyle • Wester Hailes • Fairmilehead • Moredun • Royal Infirmary • Fort Kinnaird Edinburgh Airport — — — — 0540 0610 0640 0718 0748 0818 0853 0923 0953 1453 1523 1553 1623 1650 Ingliston Park & Ride — — — — 0544 0614 0644 0723 0753 0823 0858 0928 0958 1458 1528 1558 1628 1655 RBS Gogarburn — — — — 0548 0618 0648 0727 0758 0828 0903 0932 1002 1502 1532 1603 1633 1700 Gyle Centre — — — — 0552 0622 0653 0732 0805 0835 0909 0937 1007 1507 1537 1609 1639 1706 then Edinburgh Park, Redheughs Ave G G G G 0554 0624 0655 0734 0807 0837 0911 0939 1009 1509 1539 1612 1642 1709 every Westside Plaza 0428 0458 0523 0543 0605 0635 0707 0748 0821 0851 0924 0951 1021 1521 1554 1632 1702 1729 Friday to Monday Clovenstone 0432 0502 0527 0547 0609 0639 0712 0753 0826 0856 0928 0955 1025 30 1525 1558 1636 1706 1733 Oxgangs Bank 0443 0513 0538 0558 0620 0651 0725 0808 0840 0910 0941 1008 1038 1538 1613 1651 1721 1748 mins Kaimes Crossroads 0450 0520 0545 0605 0627 0700 0734 0818 0849 0919 0949 1016 1046 until 1546 1623 1701 1731 1758 Hyvots Bank 0454 0524 0549 0609 0631 0705 0741 0825 0855 0925 0955 1022 1052 1553 1630 1708 1738 1805 Royal Infirmary 0503 0533 0558 0618 0640 0715 0752 0836 0906 0936 1005 1032 1102 1604 1641 1719 1749 1816 Hay Drive 0509 0539 0604 0624 0646 0721 0758 0842 0912 0942 1011 1038 1108 1611 1648 1726 1756 1823 Fort Kinnaird (west) 0512 0542 0607 0627