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Chesil Beach and the Fleet
Information Sheet on Ramsar Wetlands (RIS) Categories approved by Recommendation 4.7 (1990), as amended by Resolution VIII.13 of the 8th Conference of the Contracting Parties (2002) and Resolutions IX.1 Annex B, IX.6, IX.21 and IX. 22 of the 9th Conference of the Contracting Parties (2005). Notes for compilers: 1. The RIS should be completed in accordance with the attached Explanatory Notes and Guidelines for completing the Information Sheet on Ramsar Wetlands. Compilers are strongly advised to read this guidance before filling in the RIS. 2. Further information and guidance in support of Ramsar site designations are provided in the Strategic Framework for the future development of the List of Wetlands of International Importance (Ramsar Wise Use Handbook 7, 2nd edition, as amended by COP9 Resolution IX.1 Annex B). A 3rd edition of the Handbook, incorporating these amendments, is in preparation and will be available in 2006. 3. Once completed, the RIS (and accompanying map(s)) should be submitted to the Ramsar Secretariat. Compilers should provide an electronic (MS Word) copy of the RIS and, where possible, digital copies of all maps. 1. Name and address of the compiler of this form: FOR OFFICE USE ONLY. DD MM YY Joint Nature Conservation Committee Monkstone House City Road Designation date Site Reference Number Peterborough Cambridgeshire PE1 1JY UK Telephone/Fax: +44 (0)1733 – 562 626 / +44 (0)1733 – 555 948 Email: [email protected] 2. Date this sheet was completed/updated: Designated: 17 July 1985 3. Country: UK (England) 4. Name of the Ramsar site: Chesil Beach and The Fleet 5. -
Full Article
NOTORNIS Journal of the Ornithological Society of New Zealand Volume 23 Part 4 December 1976 OFFICERS 1976 - 77 k- President - Mr. B. D. BELL, Wildlife Service, Dept. of Internal Affairs, Private Bag, Wellington Vice-president - Mrs J. B. HAMEL, 42 Ann Street, Rqslyn, Dunedin Dunedin Editor - Mr. E. W. DAWSON, P.O. Box 41-002,Eastbourne Treasurer - Mr. H. W. M. HOGG, P.O. Box 3011, Dunedin Secretary - Mr. P. D. GAZE, P.O. Box 30466, Lower Hutt Council Members: Dr. BEN D. BELL, 45 Gurney Road, Belmont, Lower Hutt Dr. P. C. BULL, 131 Waterloo Road, Lower Hutt Mr. M. L. FALCONER, 188 Miromiro Road, Normandale, Lower Hutt Mr. F. C. KINSKY, C/- National Museum, Private Bag, Wellington Mr. D. V. MERTON, Wildlife Service, Dept. of Internal Affairs, Private Bag, Wellington Mrs. S. M. REED, 4 Mamaku Street, Auckland 5 Mr. R. R. SUTTON, Lorneville, No. 4 R.D., Invercargill Auckland 10 Conveners and Organisers: Rare Birds Committee: Mr. F. C. KINSKY, C/- National Museum, Private Bag, Wellington Beach Patrol: Mr. C. R. VEITCH, Wildlife Service, Dept. of Internal Affairs, P.O. Box 2220, Auckland Card Committee: R. N. THOMAS, 25 Ravenswood Drive, Forest Hill, Auckland 10 Field Investigation Committee: Mr. B. D. BELL Librarian: Miss A. J. GOODWIN, R.D. 1, Clevedon Nest Records: Mr. D. E. CROCKETT, 21 McMillan Ave., Kamo, Whangarei Recording (including material for Classified Summarised Notes) : Mr. A. T. EDGAR, Inlet Road, Kerikeri Representative on Member Bodies' Committee of Royal Society of N.Z.: Mr. B. D. BELL SUBSCRIPTIONS AND MEMBERSHIP Annual Subscription: Ordinary .membership $6; HusbandIWife member- ship $9; Life membership $120 (age over 30); Junior member- ship (age under 20) $4.50; Family membership (one Nofornis per household) other members of a family living in one house- hold where one is already a member $3; Institutional subscrip- tions $10; overseas subscriptions $1.50 extra. -
Dynamic Behaviour of Hydraulic Structures, Part B
Dynamic behaviour of hydraulic structures Part B Structures in waves P.A. Kolkman T.H.G. Jongeling Delft Hydraulics The three manuscripts (parts A, B and C) were put in book form by Rijkswaterstaat in Dutch in a limited edition and distributed within Rijkswaterstaat and Delft Hydraulics. Dutch title of that edition is: Dynamisch gedrag van Waterbouwkundige Constructies. Ten years after this Dutch version Delft Hydraulics decided to translate the books into English thus making these available for English speaking colleagues as well. Because of in the text often referred is to Delft Hydraulic reports made for clients (so with restrictions for others to look at) we decided to limit the circulation of the English version as well. However, the books are of value also without perusal of these reports. The task was carried out by Mr. R.J. de Jong of Delft Hydraulics. Translation services were provided by Veritaal (www.veritaal.nl). Delft Hydraulics 2007 Delft Hydraulics Table of contents Part B List of symbols Part B 1 INTRODUCTION..............................................................................................................1 2 WAVES..............................................................................................................................3 2.1 Wave phenomena......................................................................................................3 2.2 Wind-generated waves .............................................................................................5 2.2.1 Wave characteristics...........................................................................................5 -
USER MANUAL SWASH Version 7.01
SWASH USER MANUAL SWASH version 7.01 SWASH USER MANUAL by : TheSWASHteam mail address : Delft University of Technology Faculty of Civil Engineering and Geosciences Environmental Fluid Mechanics Section P.O. Box 5048 2600 GA Delft The Netherlands website : http://www.tudelft.nl/swash Copyright (c) 2010-2020 Delft University of Technology. Permission is granted to copy, distribute and/or modify this document under the terms of the GNU Free Documentation License, Version 1.2 or any later version published by the Free Software Foundation; with no Invariant Sections, no Front-Cover Texts, and no Back- Cover Texts. A copy of the license is available at http://www.gnu.org/licenses/fdl.html#TOC1. iv Contents 1 About this manual 1 2 Generaldescriptionandinstructionsforuse 3 2.1 Introduction................................... 3 2.2 Background,featuresandapplications . ...... 3 2.2.1 Objectiveandcontext ......................... 3 2.2.2 Abird’s-eyeviewofSWASH. 4 2.2.3 ModelfeaturesandvalidityofSWASH . 7 2.2.4 Relation to Boussinesq-type wave models . .... 8 2.2.5 Relation to circulation and coastal flow models. ...... 9 2.3 Internal scenarios, shortcomings and coding bugs . ......... 9 2.4 Unitsandcoordinatesystems . 10 2.5 Choiceofgridsandtimewindows . .. 11 2.5.1 Introduction............................... 11 2.5.2 Computationalgridandtimewindow . 12 2.5.3 Inputgrid(s)andtimewindow(s) . 13 2.5.4 Input grid(s) for transport of constituents . ...... 14 2.5.5 Outputgrids .............................. 15 2.6 Boundaryconditions .............................. 16 2.7 Timeanddatenotation ............................ 17 2.8 Troubleshooting................................. 17 3 Input and output files 19 3.1 General ..................................... 19 3.2 Input/outputfacilities . .. 19 3.3 Printfileanderrormessages . .. 20 4 Description of commands 21 4.1 Listofavailablecommands. -
Wales: River Wye to the Great Orme, Including Anglesey
A MACRO REVIEW OF THE COASTLINE OF ENGLAND AND WALES Volume 7. Wales. River Wye to the Great Orme, including Anglesey J Welsby and J M Motyka Report SR 206 April 1989 Registered Office: Hydraulics Research Limited, Wallingford, Oxfordshire OX1 0 8BA. Telephone: 0491 35381. Telex: 848552 ABSTRACT This report reviews the coastline of south, west and northwest Wales. In it is a description of natural and man made processes which affect the behaviour of this part of the United Kingdom. It includes a summary of the coastal defences, areas of significant change and a number of aspects of beach development. There is also a brief chapter on winds, waves and tidal action, with extensive references being given in the Bibliography. This is the seventh report of a series being carried out for the Ministry of Agriculture, Fisheries and Food. For further information please contact Mr J M Motyka of the Coastal Processes Section, Maritime Engineering Department, Hydraulics Research Limited. Welsby J and Motyka J M. A Macro review of the coastline of England and Wales. Volume 7. River Wye to the Great Orme, including Anglesey. Hydraulics Research Ltd, Report SR 206, April 1989. CONTENTS Page 1 INTRODUCTION 2 EXECUTIVE SUMMARY 3 COASTAL GEOLOGY AND TOPOGRAPHY 3.1 Geological background 3.2 Coastal processes 4 WINDS, WAVES AND TIDAL CURRENTS 4.1 Wind and wave climate 4.2 Tides and tidal currents 5 REVIEW OF THE COASTAL DEFENCES 5.1 The South coast 5.1.1 The Wye to Lavernock Point 5.1.2 Lavernock Point to Porthcawl 5.1.3 Swansea Bay 5.1.4 Mumbles Head to Worms Head 5.1.5 Carmarthen Bay 5.1.6 St Govan's Head to Milford Haven 5.2 The West coast 5.2.1 Milford Haven to Skomer Island 5.2.2 St Bride's Bay 5.2.3 St David's Head to Aberdyfi 5.2.4 Aberdyfi to Aberdaron 5.2.5 Aberdaron to Menai Bridge 5.3 The Isle of Anglesey and Conwy Bay 5.3.1 The Menai Bridge to Carmel Head 5.3.2 Carmel Head to Puffin Island 5.3.3 Conwy Bay 6 ACKNOWLEDGEMENTS 7 REFERENCES BIBLIOGRAPHY FIGURES 1. -
OCEANS ´09 IEEE Bremen
11-14 May Bremen Germany Final Program OCEANS ´09 IEEE Bremen Balancing technology with future needs May 11th – 14th 2009 in Bremen, Germany Contents Welcome from the General Chair 2 Welcome 3 Useful Adresses & Phone Numbers 4 Conference Information 6 Social Events 9 Tourism Information 10 Plenary Session 12 Tutorials 15 Technical Program 24 Student Poster Program 54 Exhibitor Booth List 57 Exhibitor Profiles 63 Exhibit Floor Plan 94 Congress Center Bremen 96 OCEANS ´09 IEEE Bremen 1 Welcome from the General Chair WELCOME FROM THE GENERAL CHAIR In the Earth system the ocean plays an important role through its intensive interactions with the atmosphere, cryo- sphere, lithosphere, and biosphere. Energy and material are continually exchanged at the interfaces between water and air, ice, rocks, and sediments. In addition to the physical and chemical processes, biological processes play a significant role. Vast areas of the ocean remain unexplored. Investigation of the surface ocean is carried out by satellites. All other observations and measurements have to be carried out in-situ using research vessels and spe- cial instruments. Ocean observation requires the use of special technologies such as remotely operated vehicles (ROVs), autonomous underwater vehicles (AUVs), towed camera systems etc. Seismic methods provide the foundation for mapping the bottom topography and sedimentary structures. We cordially welcome you to the international OCEANS ’09 conference and exhibition, to the world’s leading conference and exhibition in ocean science, engineering, technology and management. OCEANS conferences have become one of the largest professional meetings and expositions devoted to ocean sciences, technology, policy, engineering and education. -
(Sdf) for National Inventories of Natural Sites of Conservation Interest
UNITED NATIONS ENVIRONMENT PROGRAMME MEDITERRANEAN ACTION PLAN REGIONAL ACTIVITY CENTRE FOR SPECIALLY PROTECTED AREAS (RAC/SPA) STANDARD DATA-ENTRY FORM (SDF) FOR NATIONAL INVENTORIES OF NATURAL SITES OF CONSERVATION INTEREST UNEP RAC/SPA-TUNIS, 2002 page 1 INTRODUCTION The Protocol concerning Specially Protected Areas and Biological Diversity in the Mediterranean and the Action plan for the Protection of the Marine Environment and the Sustainable Development of the Coastal Areas of the Mediterranean (MAP Phase II), adopted by the Contracting Parties to the Barcelona Convention in 1995, contain provisions for the preparation of inventories at national as well as regional level. Central to the success of Barcelona Convention and its protocols is the level of information on habitats and species of Mediterranean interest which will be assembled during the coming years. In this regard, the quantitative and qualitative improvement of the level of information attained within the implementation of these instruments will have to be regarded as an indicator of their performance. In this context, and following a specific provision of MAP Phase II to prepare inventories according to common criteria, the Contracting Parties adopted at their 10th Ordinary Meeting (Tunis, 18-21 November 1997) criteria for the establishment of national inventories of natural sites of conservation interest. The criteria provide that "Information concerning each inventoried site will be compiled according to a standard format, which will have to be agreed by the Parties upon a proposal from the Centre. Such information will include, but will not necessarily be limited to, the fields detailed in Appendix I to these criteria." (Art. -
Chesil Beach and the Fleet SPA and SAC Consists of a Long Linear Shingle Beach Enclosing a Brackish Lagoon on the South Coast of England in Dorset
Improvement Programme for England's Natura 2000 Sites (IPENS) Planning for the Future Site Improvement Plan Chesil Beach & The Fleet Site Improvement Plans (SIPs) have been developed for each Natura 2000 site in England as part of the Improvement Programme for England's Natura 2000 sites (IPENS). Natura 2000 sites is the combined term for sites designated as Special Areas of Conservation (SAC) and Special Protected Areas (SPA). This work has been financially supported by LIFE, a financial instrument of the European Community. The plan provides a high level overview of the issues (both current and predicted) affecting the condition of the Natura 2000 features on the site(s) and outlines the priority measures required to improve the condition of the features. It does not cover issues where remedial actions are already in place or ongoing management activities which are required for maintenance. The SIP consists of three parts: a Summary table, which sets out the priority Issues and Measures; a detailed Actions table, which sets out who needs to do what, when and how much it is estimated to cost; and a set of tables containing contextual information and links. Once this current programme ends, it is anticipated that Natural England and others, working with landowners and managers, will all play a role in delivering the priority measures to improve the condition of the features on these sites. The SIPs are based on Natural England's current evidence and knowledge. The SIPs are not legal documents, they are live documents that will be updated to reflect changes in our evidence/knowledge and as actions get underway. -
Storms and Coastal Defences at Chiswell This Booklet Provides Information About
storms and coastal defences at chiswell this booklet provides information about: • How Chesil Beach and the Fleet Lagoon formed and how it has What is this changed over the last 100 years • Why coastal defences were built at Chiswell and how they work • The causes and impacts of the worst storms in a generation booklet that occurred over the winter 2013 / 14 • What will happen in the future Chesil Beach has considerable scientific about? significance and has been widely studied. The sheer size of the beach and the varying size and shape of the beach material are just some of the reasons why this beach is of worldwide interest and importance. Chesil Beach is an 18 mile long shingle bank that stretches north-west from Portland to West Bay. It is mostly made up of chert and flint pebbles that vary in size along the beach with the larger, smoother pebbles towards the Portland end. The range of shapes and sizes is thought to be a result of the natural sorting process of the sea. The southern part of the beach towards Portland shelves steeply into the sea and continues below sea level, only levelling off at 18m depth. It is slightly shallower at the western end where it levels off at a depth of 11m. This is mirrored above sea level where typically the shingle ridge is 13m high at Portland and 4m high at West Bay. For 8 miles Chesil Beach is separated from the land by the Fleet lagoon - a shallow stretch of water up to 5m deep. -
Waves: Part 2 I
Waves: Part 2 I. Types of Waves A. Deep-Water Waves and Shallow-Water Waves Deep-water waves are waves that move in water deeper than one-half their wavelength. B. When deep-water waves begin to interact with the ocean floor, the waves are called shallow- water waves. I. Types of Waves, continued C. Shore Currents When waves crash on the beach head-on, the water they moved through flows back to the ocean underneath new incoming waves. D. This movement of water forms a subsurface current that pulls objects out to sea and is called an undertow. I. Types of Waves, continued E. Longshore Currents are water currents that travel near and parallel to the shore line. F. Longshore currents form when waves hit the shore at an angle. G. Longshore currents transport most of the sediment in beach environments I. Types of Waves, continued H. Open-Ocean Waves Sometimes waves called whitecaps and swells form in the open ocean. I. White, foaming waves with very steep crests that break in the open ocean before the waves get close to the shore are called whitecaps. J. Rolling waves that move steadily across the ocean are called swells. I. Types of Waves, continued K. Tsunamis are waves that form when a large volume of ocean water is suddenly moved up or down. This movement can be caused by underwater earthquakes, as shown below. Destructive Forces Video I. Types of Waves, continued L. Storm Surges are local rises in sea level near the shore that are caused by strong winds from a storm. -
Recent Developments of Exploration and Detection of Shallow-Water Hydrothermal Systems
sustainability Article Recent Developments of Exploration and Detection of Shallow-Water Hydrothermal Systems Zhujun Zhang 1, Wei Fan 1, Weicheng Bao 1, Chen-Tung A Chen 2, Shuo Liu 1,3 and Yong Cai 3,* 1 Ocean College, Zhejiang University, Zhoushan 316000, China; [email protected] (Z.Z.); [email protected] (W.F.); [email protected] (W.B.); [email protected] (S.L.) 2 Institute of Marine Geology and Chemistry, National Sun Yat-Sen University, Kaohsiung 804, Taiwan; [email protected] 3 Ocean Research Center of Zhoushan, Zhejiang University, Zhoushan 316000, China * Correspondence: [email protected] Received: 21 August 2020; Accepted: 29 October 2020; Published: 2 November 2020 Abstract: A hydrothermal vent system is one of the most unique marine environments on Earth. The cycling hydrothermal fluid hosts favorable conditions for unique life forms and novel mineralization mechanisms, which have attracted the interests of researchers in fields of biological, chemical and geological studies. Shallow-water hydrothermal vents located in coastal areas are suitable for hydrothermal studies due to their close relationship with human activities. This paper presents a summary of the developments in exploration and detection methods for shallow-water hydrothermal systems. Mapping and measuring approaches of vents, together with newly developed equipment, including sensors, measuring systems and water samplers, are included. These techniques provide scientists with improved accuracy, efficiency or even extended data types while studying shallow-water hydrothermal systems. Further development of these techniques may provide new potential for hydrothermal studies and relevant studies in fields of geology, origins of life and astrobiology. -
Investigation of a Simplified Open Boundary Condition for Coastal And
Investigation of a simplified open boundary condition for coastal and shelf sea hydrodynamic models by Patrick Eminet Shabangu Thesis presented in partial fulfilment of the requirements for the degree of Master of Science in Applied Mathematics in the Faculty of Science at Stellenbosch University Department of Mathematical Sciences, Applied Mathematics Division, Stellenbosch University, Private Bag X1, Matieland 7602, South Africa. Supervisors: Prof. G.J.F. Smit Dr. G.P.J. Diedericks Mr. R. C. Van Ballegooyen March 2015 Stellenbosch University https://scholar.sun.ac.za Declaration By submitting this thesis electronically, I declare that the entirety of the work contained therein is my own, original work, that I am the sole author thereof (save to the extent explicitly otherwise stated), that reproduction and pub- lication thereof by Stellenbosch University will not infringe any third party rights and that I have not previously in its entirety or in part submitted it for obtaining any qualification. Signature: . Patrick Eminet Shabangu 24 February 2015 Date: . Copyright © 2015 Stellenbosch University All rights reserved. i Stellenbosch University https://scholar.sun.ac.za Abstract In general, coastal and shelf hydrodynamic modelling is undertaken with lim- ited area numerical models such as Delft3D or Mike 21. To conduct successful numerical simulations these programmes require appropriate boundary condi- tions. Various options exist to obtain boundary conditions such as Neumann conditions, specifying water levels, specifying velocities and combination of these, amongst others. In this study one specific method is investigated, namely the specification of water levels on all the open boundaries using a "reduced physics" approach. This method may be more appropriate than Neumann conditions when the domain is fairly large and is also of particular interest as it allows measured data to be incorporated in the boundary condi- tions, although the latter was not considered in this study.