Protecting Our Beaches
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Coastal and Delta Flood Management
INTEGRATED FLOOD MANAGEMENT TOOLS SERIES COASTAL AND DELTA FLOOD MANAGEMENT ISSUE 17 MAY 2013 The Associated Programme on Flood Management (APFM) is a joint initiative of the World Meteorological Organization (WMO) and the Global Water Partnership (GWP). It promotes the concept of Integrated Flood Management (IFM) as a new approach to flood management. The programme is financially supported by the governments of Japan, Switzerland and Germany. www.apfm.info The World Meteorological Organization is a Specialized Agency of the United Nations and represents the UN-System’s authoritative voice on weather, climate and water. It co-ordinates the meteorological and hydrological services of 189 countries and territories. www.wmo.int The Global Water Partnership is an international network open to all organizations involved in water resources management. It was created in 1996 to foster Integrated Water Resources Management (IWRM). www.gwp.org Integrated Flood Management Tools Series No.17 © World Meteorological Organization, 2013 Cover photo: Westkapelle, Netherlands To the reader This publication is part of the “Flood Management Tools Series” being compiled by the Associated Programme on Flood Management. The “Coastal and Delta Flood Management” Tool is based on available literature, and draws findings from relevant works wherever possible. This Tool addresses the needs of practitioners and allows them to easily access relevant guidance materials. The Tool is considered as a resource guide/material for practitioners and not an academic paper. References used are mostly available on the Internet and hyperlinks are provided in the References section. This Tool is a “living document” and will be updated based on sharing of experiences with its readers. -
GEOTEXTILE TUBE and GABION ARMOURED SEAWALL for COASTAL PROTECTION an ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3
PIANC-World Congress Panama City, Panama 2018 GEOTEXTILE TUBE AND GABION ARMOURED SEAWALL FOR COASTAL PROTECTION AN ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3 ABSTRACT The present study deals with a site-specific innovative solution executed in the northeast coastline of Odisha in India. The retarded embankment which had been maintained yearly by traditional means of ‘bullah piling’ and sandbags, proved ineffective and got washed away for a stretch of 350 meters in 2011. About the site condition, it is required to design an efficient coastal protection system prevailing to a low soil bearing capacity and continuously exposed to tides and waves. The erosion of existing embankment at Pentha ( Odisha ) has necessitated the construction of a retarded embankment. Conventional hard engineered materials for coastal protection are more expensive since they are not readily available near to the site. Moreover, they have not been found suitable for prevailing in in-situ marine environment and soil condition. Geosynthetics are innovative solutions for coastal erosion and protection are cheap, quickly installable when compared to other materials and methods. Therefore, a geotextile tube seawall was designed and built for a length of 505 m as soft coastal protection structure. A scaled model (1:10) study of geotextile tube configurations with and without gabion box structure is examined for the better understanding of hydrodynamic characteristics for such configurations. The scaled model in the mentioned configuration was constructed using woven geotextile fabric as geo tubes. The gabion box was made up of eco-friendly polypropylene tar-coated rope and consists of small rubble stones which increase the porosity when compared to the conventional monolithic rubble mound. -
The Effects of Urban and Economic Development on Coastal Zone Management
sustainability Article The Effects of Urban and Economic Development on Coastal Zone Management Davide Pasquali 1,* and Alessandro Marucci 2 1 Environmental and Maritime Hydraulic Laboratory (LIAM), Department of Civil, Construction-Architectural and Environmental Engineering (DICEAA), University of L’Aquila, 67100 L’Aquila, Italy 2 Department of Civil, Construction-Architectural and Environmental Engineering (DICEAA), University of L’Aquila, 67100 L’Aquila, Italy; [email protected] * Correspondence: [email protected] Abstract: The land transformation process in the last decades produced the urbanization growth in flat and coastal areas all over the world. The combination of natural phenomena and human pressure is likely one of the main factors that enhance coastal dynamics. These factors lead to an increase in coastal risk (considered as the product of hazard, exposure, and vulnerability) also in view of future climate change scenarios. Although each of these factors has been intensively studied separately, a comprehensive analysis of the mutual relationship of these elements is an open task. Therefore, this work aims to assess the possible mutual interaction of land transformation and coastal management zones, studying the possible impact on local coastal communities. The idea is to merge the techniques coming from urban planning with data and methodology coming from the coastal engineering within the frame of a holistic approach. The main idea is to relate urban and land changes to coastal management. Then, the study aims to identify if stakeholders’ pressure motivated the Citation: Pasquali, D.; Marucci, A. deployment of rigid structures instead of shoreline variations related to energetic and sedimentary The Effects of Urban and Economic Development on Coastal Zone balances. -
Coastal and Ocean Engineering
May 18, 2020 Coastal and Ocean Engineering John Fenton Institute of Hydraulic Engineering and Water Resources Management Vienna University of Technology, Karlsplatz 13/222, 1040 Vienna, Austria URL: http://johndfenton.com/ URL: mailto:[email protected] Abstract This course introduces maritime engineering, encompassing coastal and ocean engineering. It con- centrates on providing an understanding of the many processes at work when the tides, storms and waves interact with the natural and human environments. The course will be a mixture of descrip- tion and theory – it is hoped that by understanding the theory that the practicewillbemadeallthe easier. There is nothing quite so practical as a good theory. Table of Contents References ....................... 2 1. Introduction ..................... 6 1.1 Physical properties of seawater ............. 6 2. Introduction to Oceanography ............... 7 2.1 Ocean currents .................. 7 2.2 El Niño, La Niña, and the Southern Oscillation ........10 2.3 Indian Ocean Dipole ................12 2.4 Continental shelf flow ................13 3. Tides .......................15 3.1 Introduction ...................15 3.2 Tide generating forces and equilibrium theory ........15 3.3 Dynamic model of tides ...............17 3.4 Harmonic analysis and prediction of tides ..........19 4. Surface gravity waves ..................21 4.1 The equations of fluid mechanics ............21 4.2 Boundary conditions ................28 4.3 The general problem of wave motion ...........29 4.4 Linear wave theory .................30 4.5 Shoaling, refraction and breaking ............44 4.6 Diffraction ...................50 4.7 Nonlinear wave theories ...............51 1 Coastal and Ocean Engineering John Fenton 5. The calculation of forces on ocean structures ...........54 5.1 Structural element much smaller than wavelength – drag and inertia forces .....................54 5.2 Structural element comparable with wavelength – diffraction forces ..56 6. -
Coastal Structures, Waste Materials and Fishery Enhancement
See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/233650401 Coastal Structures, Waste Materials and Fishery Enhancement Article in Bulletin of Marine Science -Miami- · September 1994 CITATIONS READS 32 133 4 authors, including: K.J. Collins A. C. Jensen University of Southampton National Oceanography Centre, Southampton 66 PUBLICATIONS 1,195 CITATIONS 70 PUBLICATIONS 1,839 CITATIONS SEE PROFILE SEE PROFILE All content following this page was uploaded by A. C. Jensen on 19 December 2014. The user has requested enhancement of the downloaded file. BULLETIN OF MARINE SCIENCE, 55(2-3): 1240-1250, 1994 COASTAL STRUCTURES, WASTE MATERIALS AND FISHERY ENHANCEMENT K. J, Collins, A. C. Jensen, A. P. M, Lockwood and S. J. Lockwood ABSTRACT Current U.K. practice relating to the disposal of material at sea is reviewed. The usc of stabilization technology relating to bulk waste materials, coal ash, oil ash and incinerator ash is discussed. The extension of this technology to inert minestone waste and tailings, contam- inated dredged sediments and phosphogypsum is explored. Uses of stabilized wastes arc considered in the areas of habitat restoration, coastal defense and fishery enhancement. It is suggested that rehabilitation of marine dump sites receiving loose waste such as pulverized fuel ash (PFA) could be enhanced by the continued dumping of the material but in a stabilized block form, so creating new habitat diversity. Global warming predictions include sea It:vel rise and increased storm frequency. This is of particular concern along the southern and eastern coasts of the U.K. The emphasis of coastal defenses is changing from "hard" seawalls to "soft" options which include offshore barriers to reduce wave energy reaching the coast. -
Numerical Modelling Approach for the Management of Seasonally Influenced River Channel Entrance
Numerical Modelling Approach for the Management of Seasonally Influenced River Channel Entrance Michael T. W. TAY Numerical Modelling Approach for the Management of Seasonally Influenced River Channel Entrance by Michael T.W. Tay Thesis Submitted in partial fulfilment of the requirements for the award of the degree of Doctor of Philosophy of the University of Portsmouth. 2018 i Abstract The engineering management of river channel entrances has often been regarded as a vast and complex subject matter. Understanding the morphodynamic nature of a river channel entrance is the key in solving water-related disasters, which is a common problem in all seasonally influenced tropical countries. As a result of the abrupt increase in population centred along coastal areas, human interventions have affected the natural flows of the river in many ways, mainly as a consequence of urbanisation altering the changes in the supply of sediments. In tropical countries River channel entrances are usually seasonally driven. This has caused a pronounced impact on the topography of river channel entrances especially in the East Coast of Borneo which is influenced by both North East (NE) and South West (SW) monsoons on top of related parameters such as waves and tides, sedimentation as well as climate change. Advanced numerical modelling techniques are frequently used as a leading approach to investigate the complicated nature of river channel entrances to represent the actual conditions of a designated area. Furthermore, the conventional ‘command and control’ approach of river channel entrance management has largely failed in this region due to the lack of process- based understanding of river channel entrances. -
Hawke's Bay Regional Council Coastal Hazard Zones Valuation
Hawke's Bay Regional Council Coastal Hazard Zones Valuation Report 4 April 2008 EMI 0808 HBRC Plan Number 4021 Environmental Management Group Policy Report Policy Section Hawke's Bay Regional Coastal Environment Plan Valuation Report: Hawke's Bay Regional Council Coastal Hazard Zones Prepared by: Paul Harvey and Bill Hawkins Williams Harvey Limited PO Box 232 HASTINGS 4 April 2008 EMI 0808 HBRC Plan Number 4021 © Copyright: Hawke’s Bay Regional Council VALUATION REPORT HAWKE’S BAY REGIONAL COUNCIL COASTAL HAZARD ZONES PREPARED BY PAUL HARVEY & BILL HAWKINS 4 APRIL 2008 CONTENTS Page 1.0 BACKGROUND ........................................................................................................ 2 2.0 PURPOSE................................................................................................................. 2 3.0 SCOPE OF WORKS – AS PROPVIDED BY HBRC................................................. 2 4.0 WHY AND WHAT ARE COASTAL HAZARD ZONES ............................................. 3 4.1 Hawkes Bay Regional Council ........................................................................ 3 4.2 Hastings District Council.................................................................................. 4 5.0 IMPACT ON A PROPERTY OWNERS BUNDLE OF RIGHTS ................................ 4 6.0 SCOPE OF WORKS: (a)(i) ...................................................................................... 5 6.1 Introduction..................................................................................................... -
City-Wide 'Cup of Coffee' Rate to Stop Coast Becoming Toast
This issue . • Wake up call for region • ‘It’s not my problem’, or is it? • Where has all the shingle gone? • Reporting the spoilers • Community group vision • Tsunami warning prototype Contact WOW see page 2 NEWSLETTER NUMBER 5 • APRIL MAY 2011 WOW Inc MISSION STATEMENT To find and implement solutions for serious erosion at Haumoana, Te Awanga and Clifton and unite the City-wide ‘cup of coffee’ rate Cape Coast community to beautify, protect and promote the coastline to stop coast becoming toast as an asset for the wider Hawke’s Burden too great for locals only Bay region. :: Keith Newman :: Illustration by Andy Heyward WOW’s business case for coastal protection will require visionary leadership from Hastings District Council, taking into account the long term social, economic, environmental and cultural benefits for the wider region. WOW has asked the Hastings District Council, which is compiling a cost model to show how the groyne field can be paid for, to hold off on releasing any data until all parties can agree on a suitable approach. It wants to work with council on achieving a city-wide rating approach, which it has previously referred to as a ‘cup of coffee’ rate, and cautions that any cost model released at this early stage would be unhelpful. WOW’s resource consent application will quantify and unworkable. the wider benefits in detail and show clearly A levy of around $28,000 per year per what the city and the region stand to gain by property to cover the council’s quote of literally and figuratively by “Giving Hawke’s Bay $18.5 million for a field of 13 groynes would have an edge’. -
Heretaunga Plains Urban Development Strategy 2017
2017 Heretaunga Plains Urban Development Strategy ADOPTED in 2017 by: Hastings District Council Hawke’s Bay Regional Council Napier City Council Heretaunga Plains Urban Development Strategy 2017 PREAMBLE The Heretaunga Plains Urban Development Strategy 2017 (‘HPUDS2017’) was adopted by the three partner councils (i.e. Hastings District Council, Hawke's Bay Regional Council and Napier City Council) in early 2017. HPUDS2017 is a refreshed version of the original Strategy adopted in 2010, which has been the subject of a review process during 2016. Much of the detailed context that was documented in the original 2010 HPUDS remains relevant to this day. For reasons of simplification and achieving a more succinct document, much of this context is not carried through into this HPUDS 2017 document. For a full understanding of the context and the drivers for the Strategy, it is important to refer back to the original 2010 HPUDS document. However, if there is a conflict between the original 2010 Strategy and the 2017 Strategy, the most recent prevails. NPS on Urban Development Capacity In December 2016, the National Policy Statement on Urban Development Capacity (‘NPSUDC’) came into effect. The NPSUDC is a national policy statement prepared under the Resource Management Act 1991. The new NPSUDC will have an influence on the way urban development and development capacity is managed within the Heretaunga Plains sub- region over the short, medium and long terms. Timing of the NPSUDC’s release (just a few months after the hearings and recommendations had been completed following the 2016 HPUDS Review process) meant the 2016 HPUDS Review did not specifically consider implications of the [then soon to be] new NPSUDC. -
Annual Plan Supporting Information
s ANNUAL PLAN 2019/2020 HASTINGS DISTRICT COUNCIL // 1 2 // HASTINGS DISTRICT COUNCIL ANNUAL PLAN 2018-2019 Contents Part One: WELCOME TO THE PLAN 4 What’s an Annual Plan? 5 Message from the Mayor 6 New initiatives in this plan 9 Amendment to Revenue and Financing Policy 10 Part Two: SUPPORTING INFORMATION 12 Overall Financial Position 13 Groups of Activities 15 Financial Statements 25 Disclosures 29 Reserves 32 Funding Impact Statement 40 Part Three: YOUR COUNCIL 73 Other Information 74 Directory of Council 75 ANNUAL PLAN 2020/2021 HASTINGS DISTRICT COUNCIL // 3 Part One: WELCOME TO THE PLAN 4 // HASTINGS DISTRICT COUNCIL ANNUAL PLAN 2020/2021 What’s an Annual Plan? Thank you for taking the time to read the Hastings District Council’s Annual Plan 2020/21. The material in this plan supports the Consultation document. It is a one year snapshot of the Councils Long Term Plan (LTP – covering ten years) which the Council adopted in 2018. Its focus is on any significant or material differences from the content of the long-term plan for the 2020/21 year. Its role is to provide supporting material to the Consultation Document. In brief, the Annual Plan: Part One – provides an overview of significant or material differences from the LTP. Part Two – contains information required by Schedule 10 (Part Two) of the Local Government Act. Total Rate Increase Rating Area One Rating Area Two 2019-20 (Last Year) 5.6% 6.2% 2.5% 2020-21 (LTP Forecast) 4.4% 4.6% 3.2% 2020-21 Annual Plan 1.9% 2.2% 1.7% Note: The table above excludes the impact of the one-off change in how the refuse/recycling service is funded. -
Concrete Armour Units for Rubble Mound
ftt*attlsReserctt Mhlingrford CONCRETEARMOUR UNITS FOR RUBBLE MOUNDBREAKWATERS AND SEA WALLS: RECENTPROGRESS N I.f H Allsop BSc, C Eng, MICE Report SR 100 March 1988 Registered Office: Hydriulics Research Wallingford, Oxfordshire OXIO 8BA. Telephone: (X91 35381. Telex: 84.8552 This report describes work jointly funded by the Department of the Environment and the l,linistry of Agriculture Fisheries and Food. The Department of the Environment contract number was PECD7 16152 for which the nominated officer rras Dr R P Thorogood. The Ministry of Agriculture Fisheries and Food contribution was lrithin the Research Connission (Marine Flooding) CSA 557 for which the nominated officer was l{r A J ALlison. The work was carried out in the Maritime Engineering Department of Hydraulice Research, lfall-ingford under the rnanagementof Dr S I,l Huntington. The report is published on behalf of both DoE and I'|AFF, but any opinions expressed in this report are not necesearily those of the funding Departments. @ Crown copyright 1988 Publiehed by permission of the Controller of lter Majestyts Stationery Office. Goncrete,armour "unite.for' rubble mound breakwaters, sea val,ls and. revetuentsS recent :pfogf,eas, N lJ H Alleop Report SR 100, ilarch 1988 Eydraulics Reeearch, Wallingford Abetract ilany deep water breakrvatera constructed in,the laet 2O-50 years are of rubble sound construction, proteeted againat the effects of rave aetion by concrete armour nnite. Ttrese units are oftea of complex ehape; Ttrey are generally produced in unreinforced concrete ia eizee between around 2-50 tonnea depending apon the local water depth, the eeverity of the locel save eonditione, and on the efficiencl and: stsbiiity of the unit type selected. -
Chapter 79 Systematic Study of Coastal Erosion Ahd
CHAPTER 79 SYSTEMATIC STUDY OF COASTAL EROSION AHD DEFENCE WORKS ITS THE SOUTHWEST COAST Of IKDIA by U.S. MOM ** ABSTRACT* * The SouthWest eoast of India is subjected to severe erosion due to attack by waves and. tidal over- flow. Through the years the problem has intensified as beach front areas have become more extensively de- veloped and subject to greater damage from the foree of the sea. More than 300 kms of the eoast is subjec- ted to severe erosion due to constant attack by waves and tidal overflow, resulting in continuous recession, loss of valuable property and affecting many aspects of its economy* The paper presents the problem at the proper perspective. It deseribes the various physical factors of the Southwest eoast of India, namely the geomorphelogy, winds, waves, tides and currents, lit- toral drift, material characteristics, shore line and shore depth changes, effects of inlets and mudbanke. The study, evolution and development of different eeastal defense works and their behaviour and effecti- veness is also presented. IHTBODUCTIOH The Southwest coast of India rune north - south along the Arabian Sea and extends 560 kme. This ooast is characterised by a barrier strip of lowlying land between the Arabian Sea and a continuous chain of lagoons and backwaters. The eoast line has helped in establishing a number of minor ports, in addition to maintaining a flourishing fishing industry. It is in this coastal strip, that the industrial, agricultu- ral and other eoonomic activities of this region are concentrated (Fig.l). Deputy Director, Coastal Engineering Division, Kerala Engineering Eeseareh Institute, Peeehi, Kerala - IHDIA.