Flood Risk Management Review 2014
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Bridgwater and Taunton Canal- Maunsel Lock to Creech St Michael
Bridgwater and Taunton Canal- Maunsel Lock to Creech St Michael (and return) Easy to Moderate Trail Please be aware that the grading of this trail was set according to normal water levels and conditions. Weather and water level/conditions can change the nature of trail within a short space of time so please ensure you check both of these before heading out. Distance: 8 miles Approximate Time: 2-3 Hours The time has been estimated based on you travelling 3 – 5mph (a leisurely pace using a recreational type of boat). Type of Trail: Out and Back Waterways Travelled: Bridgewater and Taunton Canal Type of Water: Rural Canal Portages and Locks: 2 Nearest Town: Bridgewater/ Taunton Start and Finish: Maunsel Lock TA7 0DH O.S. Sheets: OS Map 182 Weston-Super-Mare OS Map Cutting in Bridgewater 193 Taunton and Lyme Regis Route Summary Licence Information: A licence is required to paddle Canoe along one of England’s best kept secrets. The on this waterway. See full details in useful information Bridgwater and Taunton Canal opened in 1827 and links below. the River Tone to the River Parrett. It is a well-kept secret Local Facilities: At the start and part way down the but a well-managed one! Local people, have set up a canal volunteer wardens scheme to look after their canal and their success can be shown in its beauty and peacefulness. This canal might be cut off from the rest of the system, but it has well-maintained towpaths and fascinating lock structures which make for idyllic walking and peaceful boating. -
South West Ports Association
Chairman: Capt. Brian Murphy (Poole) Vice-Chairman: Capt. Duncan Paul (Falmouth) Hon. Secretary: Capt. Adam Parnell (Tor Bay) Hon. Treasurer Capt. Tim Charlesworth (Cattewater) Accounts/Web site: Ms. Sandra Lynch (Cattewater) www.swrpa.org.uk SOUTH WEST REGIONAL PORTS ASSOCIATION A Directory of Ports and Harbours in the South West Region September 2019 South West Regional Ports Association Directory July 2019 The AIMS of the SOUTH WEST REGIONAL PORTS ASSOCIATION ➢ To provide a forum for ports and harbours within the South West Region to come together for regular discussions on topics affecting ports in the region. ➢ To provide self-help advice and expertise to members. ➢ To provide members with representation at all levels on all topics affecting port and harbour operations. ➢ To co-ordinate attention on issues including environment, leisure and tourism, road and rail links, contingency plans and future development of the South West. ➢ To support and encourage the British Ports Association. ➢ To improve trade using South West ports, particularly within the E.C. ➢ To establish link between ports in the region and the many leisure sure bodies including R.Y.A. Cruising Club, R.N.S.A. diving, fishing, power boating, rowing, 'et skiing and other organisations using harbours. ➢ To provide to the media and others, information and statistics on the ports industry. ➢ To support other bodies and organisations in ensuring the South West receives the necessary support and encouragement from Government and the E.C. ➢ To improve operations and co-operations between South West port members and Devon and Cornwall Constabulary, County Fire Brigades, H.M. Customs and H.M. -
Flow Rate Equation for Suppressed and Submerged Sluice Gates ITRC Report No
Flow Rate Equation for Suppressed and Submerged Sluice Gates www.itrc.org/reports/sluicegate.htm ITRC Report No. R 20-001 Flow Rate Equation for Suppressed and Submerged Sluice Gates Prepared by Charles M. Burt Albert J. Clemmens Kyle Feist May 2020 IRRIGATION TRAINING & RESEARCH CENTER California Polytechnic State University San Luis Obispo, CA 93407-0730 Office Phone: (805) 756-2434 FAX: (805) 756-2433 www.itrc.org Reference to any specific process, product or service by manufacturer, trade name, trademark or otherwise does not necessarily imply endorsement or recommendation of use by either California Polytechnic State University, the Irrigation Training & Research Center, or any other party mentioned in this document. No party makes any warranty, express or implied and assumes no legal liability or responsibility for the accuracy or completeness of any apparatus, product, process or data described. This report was prepared by ITRC as an account of work done to date. All designs and cost estimates are subject to final confirmation. Flow Rate Equation for Suppressed and Submerged Sluice Gates www.itrc.org/reports/sluicegate.htm ITRC Report No. R 20-001 Acknowledgements This work was funded by the California Dept. of Water Resources (Agreement No. 4600011908) and the USBR Mid-Pacific Region. Notation The following symbols are used in this report: a = relative gate opening; B = horizontal dimension of the rectangular sluice gate opening; Cc = a dimensionless contraction coefficient equaling the ratio of the area of the vena contracta -
Local Environment Agency Plan T
EA-South West LEAPs local environment agency plan RIVER TONE ACTION PLAN DECEMBER 2000 BRISTOL BRIDGWATER T T E n v ir o n m e n t HAg en c y tf v S o A U n >s E n v ir o n m e n t Ag e n c y NATIONAL LIBRARY & INFORMATION SERVICE HEAD OFFICE Rio House. Waterside Drive. Aztec West. Almondsbury. Bristol BS3 2 4UD {?%§$ Environment ^ J AGENCY Wclcome to the second edition of the Environment Agency's newsletter for the River Tone area. If you would like more information on any issues raised in this Newsletter, or more copies, please contact the LEAPs team on 01278 457333. ^ The kiver Tone Catchment ^ Gcod news for West Country divers The Tone rises in the Brendon Hills and The news was announced in September flows for 33 km before joining the that the quality of rivers in the South River Parrett at Burrowbridge. The West of England is the best in the catchment also includes the Bridgwater country. Chemical water quality sampling and Taunton canal, Clatworthy carried out between 1997-1999 shows a Reservoir, the towns of Taunton and 33% improvement in quality since 1990. Wellington and part of the Somerset Levels and Moors. 4.2 km of the River Tone has improved from poor to very good quality over the last 10 years. Much of this improvement is down to the work on controlling soil erosion by the Agency and the Somerset Farming and Wildlife Advisory Group, and to improvements to sewage treatment by the water companies. -
JNCC Coastal Directories Project Team
Coasts and seas of the United Kingdom Region 11 The Western Approaches: Falmouth Bay to Kenfig edited by J.H. Barne, C.F. Robson, S.S. Kaznowska, J.P. Doody, N.C. Davidson & A.L. Buck Joint Nature Conservation Committee Monkstone House, City Road Peterborough PE1 1JY UK ©JNCC 1996 This volume has been produced by the Coastal Directories Project of the JNCC on behalf of the project Steering Group and supported by WWF-UK. JNCC Coastal Directories Project Team Project directors Dr J.P. Doody, Dr N.C. Davidson Project management and co-ordination J.H. Barne, C.F. Robson Editing and publication S.S. Kaznowska, J.C. Brooksbank, A.L. Buck Administration & editorial assistance C.A. Smith, R. Keddie, J. Plaza, S. Palasiuk, N.M. Stevenson The project receives guidance from a Steering Group which has more than 200 members. More detailed information and advice came from the members of the Core Steering Group, which is composed as follows: Dr J.M. Baxter Scottish Natural Heritage R.J. Bleakley Department of the Environment, Northern Ireland R. Bradley The Association of Sea Fisheries Committees of England and Wales Dr J.P. Doody Joint Nature Conservation Committee B. Empson Environment Agency Dr K. Hiscock Joint Nature Conservation Committee C. Gilbert Kent County Council & National Coasts and Estuaries Advisory Group Prof. S.J. Lockwood MAFF Directorate of Fisheries Research C.R. Macduff-Duncan Esso UK (on behalf of the UK Offshore Operators Association) Dr D.J. Murison Scottish Office Agriculture, Environment & Fisheries Department Dr H.J. Prosser Welsh Office Dr J.S. -
Development of the Canal Lock
Notes on the early technical development of European canal locks Mike Clarke 8 Green Bank Barnoldswick BB18 6HX [email protected] 2011 1 Stockholm Edinburgh Belfast Newry Canal Dublin Liverpool Rivers Kennet Alster Navigation and Hamburg Thames Amsterdam River Havel Stecknitz Berlin Warsaw Canal River Spree London See inset Bruxelles Prague Paris Canal de Briare Strasbourg Spaarndam Amsterdam Montreuil-Bellay Vienna Gouda Tienhoven Munich Brielle BudapestVreeswijk Canal du Nivernais Damme Willebroeke Brugge Bruxelles Naviglio Grande Milan Venice Canal de Bereguard Governolo Belgrade 250 Km 250 Mi. Location of places mentioned in the text A view of a navigable staunch in East Anglia, England, showing a typical vertical lifting gateof a type which has been in use from the earliest days of navigable passages in river weirs and flood prevention embankments. Front cover: The lock at Montreuil-Bellay on the River Thouet in France has been converted from a flash lock into a chamber lock by the addition of side walls and a lower gate. 2 The Early Technical Development of European Canal Locks In Europe from the tenth century, lock construction On his flood protection embankments, sluices developed from two types of usage. The first was were used to control the passage of water from one land drainage associated with tidal and river flood side of the embankment to the other. They quickly defense. The earliest examples were built in the Low developed from simple lifting gates, or a flat valve in a Countries, especially in the area between Brussels tunnel to the gates controlling a passage wide enough and Amsterdam. -
C. Rynne Waterpower and Sustainable Energy in 19 Th -Century 147 Europe and the USA
european journal of ppostclascsicalarchaaeologies volume 10/2020 SAP Società Archeologica s.r.l. Mantova 2020 pca EDITORS EDITORIAL BOARD Gian Pietro Brogiolo (chief editor) Paul Arthur (Università del Salento) Alexandra Chavarría (executive editor) Margarita Díaz-Andreu (ICREA - Universitat de Barcelona) José M. Martín Civantos (Universidad de Granada) ADVISORY BOARD Girolamo Fiorentino (Università del Salento) Martin Carver (University of York) Caterina Giostra (Università Cattolica del Sacro Cuore di Milano) Matthew H. Johnson (Northwestern University of Chicago) Susanne Hakenbeck (University of Cambridge) Giuliano Volpe (Università degli Studi di Foggia) Vasco La Salvia (Università degli Studi G. D’Annunzio di Chieti e Pescara) Marco Valenti (Università degli Studi di Siena) Bastien Lefebvre (Université Toulouse - Jean Jaurès) Alberto León (Universidad de Córdoba) ASSISTANT EDITOR Tamara Lewit (University of Melbourne) Federico Marazzi (Università degli Studi Suor Orsola Benincasa di Napoli) Francesca Benetti Dieter Quast (Römisch-Germanisches Zentralmuseum Mainz) Andrew Reynolds (University College London) Mauro Rottoli (Laboratorio di archeobiologia dei Musei Civici di Como) Colin Rynne (University College Cork) Post-Classical Archaeologies (PCA) is an independent, international, peer-reviewed journal devoted to the communication of post-classical research. PCA publishes a variety of manuscript types, including original research, discussions and review ar - ticles. Topics of interest include all subjects that relate to the science and practice of archaeology, particularly multidiscipli - nary research which use specialist methodologies, such as zooarchaeology, paleobotany, archaeometallurgy, archaeome - try, spatial analysis, as well as other experimental methodologies applied to the archaeology of post-classical Europe. Submission of a manuscript implies that the work has not been published before, that it is not under consideration for publication elsewhere and that it has been approved by all co-authors. -
Flood Risk Management Review Figure 4 Wider Area
305000 310000 315000 320000 325000 330000 335000 340000 345000 350000 355000 360000 Note: The limits, including the height and depths of the Works, shown in this drawing are not to be taken as limiting the obligations of the contractor under Contract. Reproduced by permission of Ordnance Survey on behalf of HMSO. 0 0 Bridgwater Bay / Bristol Channel / Severn Estuary © Crown copyright and database rights 2014. 0 5 Ordnance Survey Licence number 100026380 6 1 · Severn Estuary European Marine Site (Severn Estuary/Môr Brean Down Site of Special Scientific Hafren Special Area of Conservation [SAC], Severn Estuary Legend: Interest [SSSI] Special Protection Area [SPA], Severn Estuary RAMSAR Site) Relevant Main · Bridgwater Bay Site of Special Scientific Interest [SSSI] and Watercourses National Nature Reserve [NNR] · High tidal range Somerset Levels and 0 0 · High sediment load 0 Moors (Adjacent to 0 6 · Navigation 1 River Parrett, River · Fishing Weston - super - Mare Sewage Treatment Works (Wessex Water) Tone and King's ST 300 467 Sedgemoor Drain) Boundaries Indicative possible Bridgwater Bay Lagoon location. River Parrett estuary - part of the Statutory 0 Bridgwater Bay 0 Port of Bridgwater, dredged channel 0 5 lagoon 5 1 provides navigation to Bridgwater Hinkley Point power stations intake / outfall M5 Motorway Highbridge and Burnham-on-Sea · Recreational boating A38 0 0 0 0 5 Railway 1 Refer to insert plan Figure 5 Hinkley Point power stations 0 0 Steart Marshes coastal 0 5 4 1 realignment scheme Huntspill River outlet Combwich · Combwich -
Hinkley Point Public Consultation Statement January 2009 …
January 2009 Public Consultation Statement EDF: Plans for New Nuclear Development at Hinkley Point © PPS (Local & Regional) Limited 2009 This document is protected by copyright in the UK and in other countries. No part of this document may be copied or reproduced in any form without the prior consent of PPS (Local & Regional) Limited. PPS (Local & Regional) Limited fully reserves all its legal rights and remedies in respect of any infringement of its copyright. Contents 1. Foreword from EDF..............................................................................................1 2. Introduction ..........................................................................................................3 i Context of the Consultation.........................................................................3 3. Importance of Public Consultation ....................................................................5 i The Planning Process for New Nuclear Power Stations ........................5 ii Central Government Guidance...................................................................5 iii West Somerset Council’s Statement of Community Involvement....................................................................................................6 iv Sedgemoor District Council’s Statement of Community Involvement....................................................................................................8 v EDF’s Commitment ................................................................................... 10 4. Methodology.......................................................................................................11 -
UKHO Releases Enhanced Chart Coverage of Bridgwater Bay
Press Release 28 February 2019 UKHO releases enhanced chart coverage of Bridgwater Bay UK Hydrographic Office produces upgraded chart to support developments in Somerset The Taunton-headquartered UK Hydrographic Office (UKHO) has released a new chart providing enhanced coverage of Bridgwater Bay and the River Parrett. The upgraded chart is available as both an Electronic Navigational Chart (ENC) and in paper format, helping mariners to plan and execute safe and efficient voyages, supporting wider infrastructure development in the area as well as benefiting the local economy. The chart covers the approach to the River Parrett across Bridgwater Bay and south-eastwards to the river berths of Combwich and Dunball. Supporting and enabling safe passage at sea is at the core of what the UKHO does, and the upgraded chart is essential for safe operational use of the Hinkley Point C Harbour to transport construction materials and equipment for the immense construction project. The UKHO worked closely with the Harbour Masters at Hinkley Point C Harbour and Port of Bridgwater to define the new chart limits and scale, along with ensuring that appropriate hydrographic surveys and details of the new developments were available to produce the chart. Chris Berkley, Master Mariner and Product Manager at UKHO, commented: “We are pleased to be able to release new and improved scale electronic and paper charts which give ships access to more detailed, highly accurate information that can support safe passage. To be able to support infrastructure development close to our headquarters and provide mariners with the tools they need to navigate Bridgwater Bay with confidence is a great example of how the local economy can benefit from our expertise.” ---------------------- ENDS Notes to Editors About the UK Hydrographic Office The UK Hydrographic Office is a leading centre for hydrography, providing marine geospatial data to inform maritime decisions. -
CLAVERTON PUMPING STATION David Rivers
BIAS JOURNAL No 6 1973 Page No. 13 BIAS JOURNAL No 6 1973 CLAVERTON PUMPING STATION David Rivers History The waterwheel-powered water-pumping station at being adopted for the replacement segments manu- Claverton, near Bath, is an important industrial monu- factured by the G.W.R. The original type of junction ment not only because it is now a unique example of can be seen on the two old segments. During the this application for a waterwheel, but it is also period when shut down for this repair, the main shaft an essential feature in the operation of the Kennet and journals on the water wheel were machined and new Avon Canal in the Limpley Stoke valley. brasses fitted. The eastern journal was supported on pads and the shaft turned using water power. The pumping station was built between 1809 and 1813 to supply water to the Nine Mile Pound which extends Following this, the pumping station gave its regular from the top of the Widcombe flight of seven locks in service, operating for 24 hours per day through 9 Bath to the next lock at Bradford on Avon. The canal months of the year; until in 1952, due to lack of has been hampered ever since its construction by leak- maintenance about 50 of the wooden gear teeth were age on the short section from Limpley Stoke road sheared off the pit wheel. These wooden teeth were bridge to Avoncliffe aqueduct, and the flow from higher almost certainly those fitted when the new rim was up the canal was not considered adequate to compen- fitted and had thus given over 20 years service. -
Taunton Deane Landscape Character Assessment – Report 1 Taunton Deane Landscape Character Assessment
Taunton Deane Landscape Character Assessment – Report 1 Taunton Deane Landscape Character Assessment Introduction....................................................................................................................................... 3 Background and Context ...................................................................................................3 Landscape Character Assessment ................................................................................................. 8 Landscape Type 1: Farmed and Settled Low Vale....................................................................... 25 Character Area 1A: Vale of Taunton Deane ....................................................................25 Landscape Type 2: River Floodplain ............................................................................................ 37 Character Area 2A: The Tone..........................................................................................37 Landscape Type 3: Farmed and Settled High Vale...................................................................... 45 Character Area 3A: Quantock Fringes and West Vale.....................................................46 Character Area 3B: Blackdown Fringes ...........................................................................47 Landscape Type 4: Farmed and Wooded Lias Vale .................................................................... 55 Character Area 4A: Fivehead Vale ..................................................................................55