Downstream Change in the Processes of Riverbank Erosion Along the River Swale, Uk

Total Page:16

File Type:pdf, Size:1020Kb

Downstream Change in the Processes of Riverbank Erosion Along the River Swale, Uk DOWNSTREAM CHANGE IN THE PROCESSES OF RIVERBANK EROSION ALONG THE RIVER SWALE, UK by James Robin Grove A thesis submitted to The University of Birmingham for the degree of DOCTOR OF PHILOSOPHY School of Geography and Environmental Sciences University of Birmingham Edgbaston Birmingham UK November 2000 University of Birmingham Research Archive e-theses repository This unpublished thesis/dissertation is copyright of the author and/or third parties. The intellectual property rights of the author or third parties in respect of this work are as defined by The Copyright Designs and Patents Act 1988 or as modified by any successor legislation. Any use made of information contained in this thesis/dissertation must be in accordance with that legislation and must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the permission of the copyright holder. ABSTRACT This study was designed to test the hypothesis that riverbank erosion processes altered with increasing distance from a river source. The River Swale, northern England, was monitored at nine sites throughout its 109-km length, from December 1995 – March 1998. Erosion pins, bank-edge surveying, and Photo-Electronic Erosion Pins (PEEPs) were used to determine rates and timings of erosion. The rates were compared against a range of environmental variables based on temperature, river stage, and precipitation at 14-day intervals for erosion pins and 15- minute intervals for PEEPs. This allowed processes of erosion to be inferred. Catchment erosion rates were modelled using quadratic equations, simulating a mid-basin peak of 3.58 m a-1. Rates of erosion were low upstream, 0.07 m a-1, and also downstream, 0.12 m a-1. Subaerial processes, especially frost action, dominated upstream. Fluvial entrainment was most influential mid-catchment. Mass failures were most efficient downstream, but were more frequent mid-catchment. Piping, sapping and cantilever failures did not follow the same trends and were modelled separately. The length of the erosion season increased downstream as the number of active processes increased. ACKNOWLEDGEMENTS I would like to thank NERC for funding my studentship GT4/95/20/F, and the Centre for Ecology and Hydrology (CEH) for being CASE sponsors. The Environmental Change Network, British Atmospheric Data Centre, Environment Agency, CEH, and Yorkshire Dales National Park Authority all efficiently provided essential data and information. The landowners that let me dig up and tramp over their land are much appreciated. Damian Lawler, Graham Leeks, and John Gerrard all supervised this project. Damian helped getting the project started, especially with advice on PEEPs. He provided comprehensive corrections on drafts of Chapters 2-7, despite numerous mental and physical illnesses. John allowed much needed opportunities to discuss concepts and valuable moral support. I hope Graham is pleased with the results. Colin Thorne and Chris Bradley gave an educational viva, entertaining corrections, and a lot of relief to me by approving this work. All fellow postgraduates, and the support staff at the School of Geography and Environmental Science, Birmingham University are thanked especially my office mates for putting up with my mess. Neil Harris’ fantastic work was a guide in the darkness and he is remembered for his help and kindness. Everyone at the Department of Geography, University of Durham, especially Bob Allison, office mates Toru-Matt-Dave, postgraduates, and housemates should get medals. Louise Bull deserves sainthood for her understanding of my plight, and for acting as a surrogate supervisor. My sister (Sarah), Adam Sawyer, John Couperthwaite, John Livesey, Iqbal Hamaddudin, Sharon Woodruffe, Dave Tickner, Jenny Clayman, Conor, and Barney were all dragged to the beautiful Yorkshire Dales to get covered in mud. On my way round the country Chris, Laura, Frances, and Clay offered a roof over my head and a counselling service. You are all stars. Yvette Parkes has managed to put up with permanent Ph.D. crises, after 3 years of B.Sc. moaning. She has been a constant support, and provider of food, especially through all my little accidents. Caroline and Yvette deserve awards for managing the fort whilst I was in intensive care, and for finding Bangor Hospital in the end. I owe my life to Kirsty Jones, plus an unknown climber and his mobile phone, and the Mountain Rescue team at Cader Idris. Words cannot describe my thanks to you all and everyone who put me back together at Bangor Hospital, I also thank the Physios and Dermatologists at Cirencester and Dryburn Hospitals, Oral and Maxillofacial Dept. at Cheltenham Hospital, A+E at Selly Oak and Sheffield Hospitals, my dentist, and the Infectious and Tropical Diseases Dept. at Heartlands Hospital. To the special people on BSES Svalbard Spring ’96, and Greenland ’98 especially Sally Mackay, Christina Hennessey, Tim Stott, and Frobisher Fire, I love you all. Richard Burt managed to keep me out of Birmingham and sane for a multitude of weekends, without falling off anything. Bob Allison and Graham Philip on the other hand had the brilliant idea of sending me to Syria and Jordan where I could do nothing in my spare time but Ph.D. work. Thank-you. Finally, to my parents and Oonagh the dog. Despite never quite understanding exactly what I was doing you have always been there. What more could I ask. “ Facts may lead to truth just as bricks may finally produce a wall. Facts are to truth what traffic lights and the red tape of government are to order – they are necessities, a cause of more bookkeeping, often way out of proportion to the ends to be gained and a reason why men grow old before their time.” (Talcott, 1936, p.173) “ Every particle of hitherto unknown information obtained in any direction whatever is supposed to, and undoubtedly can if properly pieced together, further the advance of science. But in turn, let me ask, of what use is science except as a means to further the enjoyment of life? I wonder in this connection who it is who really comes closest to the final truth - the man who ecstatically watches the flight of a bird for the sheer sensation of pleasure derived from the way it banks its corners (and is not that the essence of scientifically apportioned effort?) or the man who cannot afford time to enjoy the sight in his nervous haste to run and fetch a book? – a book that will tell him what the bird’s name is, how many toes it has and where else it is known to breed. ” (Talcott, 1936, p.172) “ Exploration is the physical expression of the Intellectual Passion. And I tell you, if you have the desire for knowledge and the power to give it physical expression, go out and explore. If you are a brave man you will do nothing, for none but cowards have need to prove their bravery. Some will tell you that you are mad, and nearly all will say, ‘What is the use?’ For we are a nation of shopkeepers, and no shopkeeper will look at research which does not promise him a financial return within a year. And so you will sledge nearly alone, but those with whom you sledge will not be shopkeepers: that is worth a good deal. If you march your Winters Journeys you will have your reward, so long as all you want is a penguin’s egg. ” (Cherry-Garrard, 1994, p.597-598) CONTENTS Table of Contents List of Figures List of Tables List of Plates Chapter 1 Introduction___________________________________________ 1 1.1 Research Background ____________________________________________ 1 1.1.1 The Importance of Bank Erosion in the Fluvial System ______________________ 1 1.1.2 The Influence of Catchment Scale on Bank Erosion _________________________ 3 1.1.3 Seasonal Changes in Bank Erosion ______________________________________ 6 1.2 Aims and Objectives______________________________________________ 8 1.3 Thesis Structure _________________________________________________ 9 Chapter 2 Theoretical and Empirical Studies of Bank Erosion Processes 10 2.1 Introduction ___________________________________________________ 10 2.2 Subaerial Processes _____________________________________________ 10 2.2.1 Introduction ______________________________________________________ 10 2.2.2 Cryergic Processes__________________________________________________ 11 2.2.3 Pore Water Associated Processes ______________________________________ 14 2.2.4 Rainsplash Processes ________________________________________________ 18 2.3 Fluid Entrainment ______________________________________________ 20 2.3.1 Introduction ______________________________________________________ 20 2.3.2 Sediment Influences on Entrainment ___________________________________ 20 2.3.3 Entrainment Fluid Dynamics _________________________________________ 23 2.3.4 Basal Endpoint Control _____________________________________________ 27 2.4 Mass Failure Processes __________________________________________ 28 2.4.1 Introduction ______________________________________________________ 28 2.4.2 Cantilever Failures__________________________________________________ 29 2.4.3 Planar Failures_____________________________________________________ 31 2.4.4 Pop-out or Draw-down Failures _______________________________________ 34 2.4.5 Rotational Failures__________________________________________________ 35 2.4.6 Sediment Flows____________________________________________________ 36 2.5 The Influence and Variability of Riparian Vegetation _________________ 37 2.6 Anthropogenic Influences on Erosion Processes _____________________ 40 2.7 Process Combinations and Interactions_____________________________
Recommended publications
  • Channel Stabilization Publications Available in Corps of Engineers Offices
    TECHNICAL REPORT NO. 4 CHANNEL STABILIZATION PUBLICATIONS AVAILABLE IN CORPS OF ENGINEERS OFFICES i <SESS> ¡01 101 LfU U-U lOi 00¡DE November 1966 Committee on Channel Stabilization CORPS OF ENGINEERS, U. S. ARMY REPORTS OF COMMITTEE ON CHANNEL STABILIZATION ¿i BUREAU OF RECLAMATION DENVER Lll 92035635 VT ■ieD3Sb3S nsJjfe-» TECHNICAL REPORT 4 7 3 CHANNEL STABILIZATION PUBLICATIONS AVAILABLE IN CORPS OF ENGINEERS OFFICES j f November 1966 f Committee on Channel Stabilization - i / y > CORPS OF ENGINEERS/ U. S. ARMY ARM Y-MRC VICKSBURG. MISS. PRESENT MEMBERSHIP OF COMMITTEE ON CHANNEL STABILIZATION J. H. Douma Office, Chief of Engineers Chairman E. B. Lipscomb Lower Mississippi Valley Division Recorder D. C. Bondurant Missouri River Division R. H. Haas Lower Mississippi Valley Division W. E. Isaacs Little Rock District C. P. Lindner South Atlantic Division E. B. Madden Southwestern Division H. A. Smith North Pacific Division J. B. Tiffany Waterways Experiment Station G. B. Fenwick Consultant FOREWORD Establishment of the Committee on Channel Stabilization in April 1962 was confirmed by Engineer Regulation 15-2-1, dated 1 November 1962. As stated in ER 15-2-1, the objectives of the Committee with respect to channel stabilization are: a. To review and evaluate pertinent information and disseminate the results thereof. b. To determine the need for and recommend a program of research; and to have advisory technical review responsibility for research assigned to the Committee. £. To determine basic principles and design criteria. d. To provide, at the request of field offices, advice on design and operational problems. In accordance with the desire of the Committee to inventory available data, reports, papers, etc., pertaining to channel stabilization, arrangements were made for the Research Center Library, U.
    [Show full text]
  • CHAPTER 1 Arrowheads
    THE MILLENNIUM BOOK OF TOPCLIFFE John M. Graham The MILLENNIUM BOOK OF TOPCLIFFE John M. Graham This book was sponsored by Topcliffe Parish Council who provided the official village focus group around which the various contributors worked and from which an application was made for a lottery grant. It has been printed and collated with the assistance of a grant from the Millennium Festival Awards for All Committee to Topcliffe Parish Council from the Heritage Lottery Fund. First published 2000 Reprinted May 2000 Reprinted September 2000 Reprinted February 2001 Reprinted September 2001 Copyright John M. Graham 2000 Published by John M. Graham Poppleton House, Front Street Topcliffe, Thirsk, North Yorkshire YQ7 3NZ ISBN 0-9538045-0-X Printed by Kall Kwik, Kall Kwik Centre 1235 134 Marton Road Middlesbrough TS1 2ED Other Books by the same Author: Voice from Earth, Published by Robert Hale 1972 History of Thornton Le Moor, Self Published 1983 Inside the Cortex, Published by Minerva 1996 Introduction The inspiration for writing "The Millennium Book of Topcliffe" came out of many discussions, which I had with Malcolm Morley about Topcliffe's past. The original idea was to pull together lots of old photographs and postcards and publish a Topcliffe scrapbook. However, it seemed to me to be also an opportunity to have another look at the history of Topcliffe and try to dig a little further into the knowledge than had been written in other histories. This then is the latest in a line of Topcliffe's histories produced by such people as J. B. Jefferson in his history of Thirsk in 1821, Edmund Bogg in his various histories of the Vale of Mowbray and Mary Watson in her Topcliffe Book in the late 1970s.
    [Show full text]
  • Easby Abbey, Maison Dieu and Frenchgate
    From the Drummer Boy Stone you can Darlington Rd is Anchorage Hill. (IP 7). WALK 3 either walk alongside the river by TR at You may wish to cross the road to look The Castle, Easby Abbey, the gates to the Boat House. Note there at this historic area. is a set of steep steps at the far end. Maison Dieu, Frenchgate OR continue past the Drummer Boy DISTANCE = APPROX. 5.5 KM Stone on a narrow, sometimes muddy path. Both routes meet at a kissing A pleasant stroll east of Richmond footpath past the old Grammar School gate going into a field. Once in the field along the river Swale to Easby Abbey through to the main road. Cross the keep follow the fence line to Abbey returning on a higher route with road with care into Lombard’s Wynd. Mill House. Go through the gate and panoramic views across the town. Lombard’s Wynd is an ancient route continue along the access drive to Note the route via Easby Low Road is linking the river Swale to the top Easby Abbey. (IP17) not Access friendly whereas the old of Frenchgate. railway track via the Station is From the Abbey TL, passing on your At the road junction TL, walk 200m to Continue along Lombard’s Wynd to left St Agatha’s Church: (IP 18) and the traffic lights and The Green Howards The route a T junction. TR and follow this lane the ruined Abbey Gate on your right. Monument. Walk down Frenchgate From the Castle, walk into the Market signed to Easby.
    [Show full text]
  • River Basin Management Plan Humber River Basin District Annex C
    River Basin Management Plan Humber River Basin District Annex C: Actions to deliver objectives Contents C.1 Introduction 2 C. 2 Actions we can all take 8 C.3 All sectors 10 C.4 Agriculture and rural land management 16 C.5 Angling and conservation 39 C.6 Central government 50 C.7 Environment Agency 60 C.8 Industry, manufacturing and other business 83 C.9 Local and regional government 83 C.10 Mining and quarrying 98 C.11 Navigation 103 C.12 Urban and transport 110 C.13 Water industry 116 C.1 Introduction This annex sets out tables of the actions (the programmes of measures) that are proposed for each sector. Actions are the on the ground activities that will implemented to manage the pressures on the water environment and achieve the objectives of this plan. Further information relating to these actions and how they have been developed is given in: • Annex B Objectives for waters in the Humber River Basin District This gives information on the current status and environmental objectives that have been set and when it is planned to achieve these • Annex D Protected area objectives (including programmes for Natura 2000) This gives details of the location of protected areas, the monitoring networks for these, the environmental objectives and additional information on programmes of work for Natura 2000 sites. • Annex E Actions appraisal This gives information about how we have set the water body objectives for this plan and how we have selected the actions • Annex F Mechanisms for action This sets out the mechanisms - that is, the policy, legal, financial and voluntary arrangements - that allow actions to be put in place The actions are set out in tables for each sector.
    [Show full text]
  • The Phosphorus Content of Fluvial Sediment in Rural and Industrialized River Basins
    Water Research 36 (2002) 685–701 The phosphorus content of fluvial sediment in rural and industrialized river basins Philip N. Owens*, Desmond E. Walling Department of Geography, School of Geography & Archaeology, University of Exeter, Amory Building, Rennes Drive, Exeter, Devon EX4 4RJ, UK Received 3 August 2000; received in revised form18 April 2001; accepted 9 May 2001 Abstract The phosphorus content of fluvial sediment (suspended sediment and the o63 mmfraction of floodplain and channel bed sediment) has been examined in contrasting rural (moorland and agricultural) and industrialized catchments in Yorkshire, UK. The River Swale drains a rural catchment with no major urban and industrial areas, and the total phosphorus (TP) content of fluvial sediment is generally within the range 500–1500 mggÀ1. There is little evidence of any major downstream increase in TP content. In contrast, fluvial sediment from the industrialized catchments of the Rivers Aire and Calder exhibits both higher levels of TP content and marked downstream increases, with values of TP content ranging from o2000 mggÀ1 in headwater areas upstreamof the mainurban and industrial areas, to values >7000 mggÀ1 at downstreamsites. These elevated levels reflect P inputs frompoint sources, such as sewage treatment works (STWs) and combined sewer overflows. The influence of STWs is further demonstrated by the downstream increase in the inorganic P/organic P ratio from o2 in the headwaters to >4 in the lower reaches. Comparison of the P content of suspended sediment with that of the o63 mmfraction of potential source materialssuggests that topsoil from upland moorland/pasture and from cultivated areas, and channel bank material are likely to be the main sources of particulate P (PP) in the River Swale and in the headwaters of the Rivers Aire and Calder.
    [Show full text]
  • The Impact of Historical Metal Mining on the River Swale Catchment, North Yorkshire, U.K
    THE IMPACT OF HISTORICAL METAL MINING ON THE RIVER SWALE CATCHMENT, NORTH YORKSHIRE, U.K. IAN DENNIS UNIVERSITY OF WALES, ABERYSTWYTH JULY 2005 Abstract ABSTRACT This investigation examines the impact of historical metal mining on the River Swale catchment, North Yorkshire, U.K. Approximately 550,000 tonnes of Pb were extracted from mines in the Swale catchment during the eighteenth and nineteenth centuries. Mining and processing operations were relatively inefficient, leading to the discharge of large quantities of metal-rich sediment into the fluvial system. The primary aim of this thesis is to assess the physical and chemical impacts of the discharge of metals from historical mining activities on the River Swale catchment as a whole. The dispersal, storage and transfer of metal-rich sediment in formerly mined tributaries, floodplain and flood sediments are evaluated, and the environmental consequences of mining are assessed. A detailed geochemical survey of the River Swale catchment indicates that channel and floodplain sediments within formerly mined tributaries exhibit extremely high concentrations of Pb, Zn and Cd. Similar enrichment is observed in floodplain sediments from throughout the catchment, suggesting that large volumes of material have been transported from the tributaries and deposited on the Swale floodplain. Evidence from contemporary flood sediments suggests that considerable quantities of metal-rich sediment continue to be cycled through the system almost 100 years after the cessation of mining operations. Sediment budgeting suggests that 32,000 tonnes of Pb remain stored in formerly mined tributaries, with a further 123,000 tonnes stored in the Swale floodplain. Combined storage represents more than half of the total Pb that is likely to have been released during mining operations, suggesting that the impacts of metal mining are extremely long-lasting.
    [Show full text]
  • Final Mountain Loop Road Repair Environmental Assessment
    Figure 1-Vicinity Map, Location of Damage Forest-wide, 2003 Flood i Table of Content Chapter 1 –Need for Action ....................................................................................................... 1 Introduction ......................................................................................................................................... 1 Mountain Loop History, Desired Road Condition ............................................................................................. 1 October 2003 Flood Event ................................................................................................................................. 3 Need for Action .................................................................................................................................... 6 Proposed Action................................................................................................................................... 7 Proposed Repair at Milepost 33.1 (T30N, R11E, Section 29) ........................................................................... 7 Proposed Repair at Milepost 33.6 (T30N, R11E, Section 29) ......................................................................... 11 Proposed Repair at Milepost 34.8 (T30N, R11E, Section 28) ......................................................................... 16 Proposed Repair at Milepost 35.6 (T30N, R11E, Section 21) ......................................................................... 18 Project Scope.....................................................................................................................................
    [Show full text]
  • Land Adjacent to 77 Richmond Road, Brompton on Swale. Offers in The
    Land adjacent to 77 Richmond Road, Brompton On Swale. Offers in the region of £170,000 With full Planning Permission for a substantial four bedroomed detached property, this single building plot is located on the edge of this very popular and convenient village. With riverside frontage and having the benefit of fishing rights on the River Swale single plots such as this are rarely available. Greyfriars 15 King Street Richmond North Yorkshire DL10 4HP T 01748 821700 F 01748 821431 E [email protected] W www.irvingsproperty.co.uk Land adjacent to 77 Richmond Road, Brompton On Swale The Plot Proposed Dwelling In a riverside position on the edge of this very popular village The planning permission allows for the construction of a four with good road access, the building plot extends to bedroomed detached house set over two floors which offers approximately 0.68 acres (2,700 sq m) and comes with Full large open plan living accommodation to the ground floor, and Planning Permission to construct a substantial four bedroomed four bedrooms to the first floor, the master having an ensuite detached house. The Planning Permission was granted in and walk in wardrobe. February 2014 by Richmondshire District Council. Reference number: 14/00190/FULL. Full details can be viewed on the In addition to the dwelling house there is separate planning Richmondshire District Council website. permission for a double garage. Wayleaves and Easements The site is to be sold with the benefits of rights of way, easements and wayleaves whether mentioned in these particulars or not. The site is to be sold with the benefit of fishing rights on the River Swale.
    [Show full text]
  • Rivers . North-Tyne, Wear, Tees and Swale
    A bibliography of the rivers North Tyne, Wear, Tees and Swale Item Type book Authors Horne, J.E.M. Publisher Freshwater Biological Association Download date 05/10/2021 06:16:41 Link to Item http://hdl.handle.net/1834/22782 FRESHWATER BIOLOGICAL ASSOCIATION A Bibliography of the RIVERS . NORTH-TYNE, WEAR, TEES AND SWALE J. E. M. Horne, OCCASIONAL PUBLICATION No. 3 A BIBLIOGRAPHY OF THE RIVERS NORTH TYNE, WEAR, TEES AND SWALE compiled by J.E.M. Horne Freshwater Biological Association Occasional Publication No. 3 1977 3 Introduction CONTENTS This bibliography is intended to cover published and unpublished Page work on the freshwater sections of the rivers North Tyne, Wear, Tees and Introduction 3 Swale, their tributaries and their catchment areas. References to the 1. Works of general or local interest, not particularly related to South Tyne and to some other rivers in the area have been included when the four rivers 5 apparently relevant, but have not been deliberately sought. No date 1.1 Surveys and general works limits have been fixed, but I have not attempted to cover all the work 1.2 Botany of nineteenth century naturalists, geologists and topographers, and it is 1.3 Zoology likely that some papers published in 1975-76 may not have been seen by 1.4 Hydrology and hydrography 1.5 Geology and meteorology me. I hope to continue collecting references and would be glad to 1.6 Water supply receive copies or notifications of papers omitted and new publications. 2. The River Tyne and its catchment area 12 While I have tried to include all papers which deal with the physics, chemistry and biology of the four rivers, references to the catchment 2.1 Surveys and general works a) The river area are more selective.
    [Show full text]
  • Erosion Control and Slope Stabilization of Embankments Using Vetiver System
    EROSION CONTROL AND SLOPE STABILIZATION OF EMBANKMENTS USING VETIVER SYSTEM SHAMIMA NASRIN MASTER OF SCIENCE IN CIVIL ENGINEERING (GEOTECHNICAL) Department of Civil Engineering BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY September, 2013 EROSION CONTROL AND SLOPE STABILIZATION OF EMBANKMENTS USING VETIVER SYSTEM A Thesis Submitted by SHAMIMA NASRIN In partial fulfillment of the requirement for the degree of MASTER OF SCIENCE IN CIVIL ENGINEERING Department of Civil Engineering BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY September, 2013 DEDICATED TO MY PARENTS The thesis titled “Erosion Control and Slope Stabilization of Embankments using Vetiver System”, submitted by Shamima Nasrin, Roll No. 0409042245F, Session April 2009 has been accepted as satisfactory in partial fulfillment of the requirement for the degree of Master of Science in Civil Engineering on 30th September, 2013. BOARD OF EXAMINERS Dr. Mohammad Shariful Islam Chairman Associate Professor (Supervisor) Department of Civil Engineering BUET, Dhaka-1000 Dr. A.M.M. Taufiqul Anwar Member Professor and Head (Ex-Officio) Department of Civil Engineering BUET, Dhaka-1000 Dr. Abdul Muqtadir Member Professor Department of Civil Engineering BUET, Dhaka-1000 Prof. Dr. Ainun Nishat Member Vice-Chancellor (External) BRAC University 66 Mohakhali, Dhaka-1212 i DECLARATION It is thereby declared that except for the contents where specific reference have been made to the work of others, the study contained in this thesis are the result of investigation carried out by the author under the supervision of Dr. Mohammad Shariful Islam, Associate Professor, Department of Civil Engineering, Bangladesh University of Engineering and Technology. No part of this thesis has been submitted to any other university or other educational establishment for a degree, diploma or other qualification (except for publication).
    [Show full text]
  • The Garth Ellerton on Swale, Richmond
    The Garth Ellerton On Swale, Richmond The Garth Ellerton On Swale, Richmond, North Yorkshire, DL10 6AP An Outstanding Country Property In A Secluded Village Location With1.25 Acres Gardens & Grounds • Individually Designed Detached Residence • A Self -Contained 2 Bedroom Flat • Secluded Yet Highly Accessible Location • Spacious 5 Bedroom Accommodation • Stunning Gardens and Grounds • Guide Price: £690,000 • SITUATION Darlington and Northallerton. vegetable plot which have been meticulously Dining Kitchen Scorton 2 miles. Richmond 7 Miles. Golf – Catterick, Bedale, Romanby maintained. There is a large double garage with Beauti fully designed fitted oak wall and floor Northallerton 8 miles. Darlington 11 miles. Northallerton, Richmond and Darlington. provision for ample parking in the drive. units. Granite worktops. All NEFF appliances (All distances approximate). Communications – A.1 Trunk Road within fitted induction hob, oven, grill and micr owave. approximately 2 miles with interchanges at ACCOMMODATION Fitted wall and floor units. Extractor hood. Ellerton on Swale is a small hamlet near Catterick Village and Brompton On Swale. Spotlights. Wood burning stove with back Scorton which is a very popular village just Main East Coast Railway Station at Darlington SEE FLOOR PLAN boiler. Good sized dining area. French Doors north of the m arket town of Northallerton and and Northallerton. Teesside International leading to rear garden and patio area. Radiator. South of Darlington. Ellerton on Swale is close Airport (30 mins approx). GROUND FLOOR Feature gothic arched doors leading to sitting to the popular village of Scorton. Scorton has a room. thriving village comm unity with a shop, public DESCRIPTION Reception Hall houses, doctors surgery and garage.
    [Show full text]
  • Bank Stability Resulting from Rapid Flood Recession Along the Licking River, Kentucky
    UNIVERSITY OF CINCINNATI Date:___________________ I, _________________________________________________________, hereby submit this work as part of the requirements for the degree of: in: It is entitled: This work and its defense approved by: Chair: _______________________________ _______________________________ _______________________________ _______________________________ _______________________________ BANK INSTABILITY RESULTING FROM RAPID FLOOD RECESSION ALONG THE LICKING RIVER, KENTUCKY A thesis submitted to the Division of Research and Advanced Studies of the University of Cincinnati in partial fulfillment of the Requirements for the degree of MASTER OF SCIENCE In the Department of Geology Of the College of Arts and Sciences 2004 by Ana Cristina Londono G. B.S., Universidad Nacional de Colombia, 1995 Committee Chair: Dr. David B. Nash ABSTRACT River bank instability has been linked with changing land use, deforestation and channel meandering. Fluctuations in water level, either seasonal or more frequent, have also been related to instability. Increased pore water pressure has been correlated with flooding. When, the level of water decreases rapidly, the pore water pressure within the soil remains high, thereby decreasing the soil’s effective shear strength. This reduction in shear strength may result in bank failure. The banks of the Licking River near Wilder, Kentucky were selected as a study site because they exhibit instability features: tension cracks, circular and wedge failures, slumps and piping, some of which developed after a major flooding event in 1997. Tensiometers were installed at depth from 4 ft to 10 ft and a piezometer was installed at a depth of 12 ft. The bank material is clay with low plasticity (CL) with total cohesion and friction angle of 27 kPa and 13o respectively.
    [Show full text]