FHMOP 010: Tidal fish Habitats, Erosion Control and Beach Replenishment
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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. -
Hooper Beach Dune Erosion Assessment Report
Hoopers Beach Robe Dune Erosion Assessment Report Quality Information Document Draft Report Ref 2018-06 Date 17-10-18 Prepared by D Bowers Reviewed by D Bowers Revision History Revision Authorised Revision Details Date Name/Position Signature A 20-7-18 Draft report D Bowers/ Managing Director B 24-8-18 Draft Report D Bowers/ Managing Director C 17-10-18 Final Report D Bowers/ Managing Director 2 2018-06 Disclaimer The outcomes and findings of this report have in part been informed by information supplied by the client or third parties. Civil & Environmental Solutions Pty Ltd has not attempted to verify the accuracy of such client or third party information and shall be not be liable for any loss resulting from the client or any third parties’ reliance on that information. 3 2018-06 Table of Contents Quality Information 2 Revision History 2 Disclaimer 3 1. Background 5 2. Assessment Methodology 6 Site Inspection & Site Observations 7 Discussions with Key Stakeholders 14 Client 14 DEW 15 Coastal Processes 15 Reference Document Review 15 Wind Patterns 16 Waves 18 5.3.1 Swell Waves 18 5.3.2 Wind waves 18 Sea levels including storm surge and sea level rise 20 5.4.1 Existing Climatic Conditions 20 5.4.2 Future Climatic Conditions 21 2050 Projections 21 2100 Projections 22 Erosion 22 5.5.1 Coastal Erosion and Recession 22 Short-term Storm Erosion 24 5.5.2 Long Term Recession 24 5.5.3 Recession due to Sea Level Rise (future climate) 27 5.5.4 Total estimated coastal recession 28 5.5.5 Causes of Current Accelerated Dune Erosion 29 Coastal Hazards Risk Assessment 29 Coastal Hazards 29 6.1.1 Current Hazards & Risks (0-10 years) 29 6.1.2 Future Hazards & Risk (Beyond 10 years) 29 6.1.3 Likelihood Consequence & Risk Rating 30 Potential Management Options 30 Short Term Management Options 31 Long Term Management Options 31 7.2.1 Soft Engineering Options 31 7.2.2 Hard Engineering Options 32 Development Plan Provisions 35 Conclusions 36 Recommendations 38 Appendix A 39 4 2018-06 1. -
Implementation of the Spit Master Plan Bill 2019
Implementation of The Spit Master Plan Bill 2019 Report No. 45, 56th Parliament State Development, Natural Resources and Agricultural Industry Development Committee February 2020 State Development, Natural Resources and Agricultural Industry Development Committee Chair Mr Chris Whiting MP, Member for Bancroft Deputy Chair Mr Pat Weir MP, Member for Condamine Members Mr David Batt MP, Member for Bundaberg Mr James (Jim) Madden MP, Member for Ipswich West Mr Brent Mickelberg MP, Member for Buderim Ms Jessica (Jess) Pugh MP, Member for Mount Ommaney Committee Secretariat Telephone +61 7 3553 6623 Fax +61 7 3553 6699 Email [email protected] Technical Scrutiny +61 7 3553 6601 Secretariat Committee webpage www.parliament.qld.gov.au/SDNRAIDC Acknowledgements The committee acknowledges the assistance provided by the Department of State Development, Manufacturing, Infrastructure and Planning, the Gold Coast Waterways Authority, and the Queensland Parliamentary Service. Implementation of The Spit Master Plan Bill 2019 Contents Abbreviations ii Chair’s foreword iii Recommendations iv 1 Introduction 1 Role of the committee 1 Inquiry process 1 Policy objectives of the Bill 1 Government consultation on the Bill 2 Should the Bill be passed? 2 2 Background to the Bill 3 The Spit Master Plan 3 The Gold Coast Waterways Authority 5 3 Examination of the Bill 7 Granting of unallocated state land outside the processes under the Land Act 1994 7 Land tenure 8 Continuing arrangements for land tenure 9 Roads and road closures 10 Amendment of the Gold -
1 the Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration
1 The Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration 2 of Soft Cliff Coastlines 3 4 Sally Brown1*, Max Barton1, Robert J Nicholls1 5 6 1. Faculty of Engineering and the Environment, University of Southampton, 7 University Road, Highfield, Southampton, UK. S017 1BJ. 8 9 * Sally Brown ([email protected], Telephone: +44(0)2380 594796). 10 11 Abstract: Building defences, such as groynes, on eroding soft cliff coastlines alters the 12 sediment budget, changing the shoreline configuration adjacent to defences. On the 13 down-drift side, the coastline is set-back. This is often believed to be caused by increased 14 erosion via the ‘terminal groyne effect’, resulting in rapid land loss. This paper examines 15 whether the terminal groyne effect always occurs down-drift post defence construction 16 (i.e. whether or not the retreat rate increases down-drift) through case study analysis. 17 18 Nine cases were analysed at Holderness and Christchurch Bay, England. Seven out of 19 nine sites experienced an increase in down-drift retreat rates. For the two remaining sites, 20 retreat rates remained constant after construction, probably as a sediment deficit already 21 existed prior to construction or as sediment movement was restricted further down-drift. 22 For these two sites, a set-back still evolved, leading to the erroneous perception that a 23 terminal groyne effect had developed. Additionally, seven of the nine sites developed a 24 set back up-drift of the initial groyne, leading to the defended sections of coast acting as 1 25 a hard headland, inhabiting long-shore drift. -
5. Phys Landscapes Student Booklet PDF File
GCSE GEOGRAPHY Y9 2017-2020 PAPER 1 – LIVING WITH THE PHYSICAL ENVIRONMENT SECTION C PHYSICAL LANDSCAPES IN THE UK Student Name: _____________________________________________________ Class: ___________ Specification Key Ideas: Key Idea Oxford text book UK Physical landscapes P90-91 The UK has a range of diverse landscapes Coastal landscapes in the UK P92-113 The coast is shape by a number of physical processes P92-99 Distinctive coastal landforms are the result of rock type, structure and physical P100-105 processes Different management strategies can be used to protect coastlines from the effects of P106-113 physical processes River landscapes in the UK P114-131 The shape of river valleys changes as rivers flow downstream P114-115 Distinctive fluvial (river) landforms result from different physical processes P116-123 Different management strategies can be used to protect river landscapes from the P124-131 effects of flooding Scheme of Work: Lesson Learning intention: Student booklet 1 UK landscapes & weathering P10-12 2 Weathering P12-13 3 Coastal landscapes – waves & coastal erosion P14-16 4 Coastal transport & deposition P16-17 5 Landforms of coastal erosion P17-21 6 Landforms of coastal deposition P22-24 7 INTERVENTION P24 8 Case Study: Swanage (Dorset) P24-25 9 Managing coasts – hard engineering P26-28 10 Managing coasts – soft engineering P28-30 11 Managed retreat P30-32 12 Case Study: Lyme Regis (Dorset) P32-33 13 INTERVENTION P33 14 River landscapes P34-35 15 River processes P35-36 16 River landforms P36-41 17 Case Study: -
The Study of the Coastal Management Criteria Based on Risk Assessmeant: a Case Study on Yunlin Coast, Taiwan
water Article The Study of the Coastal Management Criteria Based on Risk Assessmeant: A Case Study on Yunlin Coast, Taiwan Wei-Po Huang 1,2,* ID , Jui-Chan Hsu 1, Chun-Shen Chen 3 and Chun-Jhen Ye 1 1 Department of Harbor and River Engineering, National Taiwan Ocean University, Keelung 20224, Taiwan; [email protected] (J.-C.H.); [email protected] (C.-J.Y.) 2 Center of Excellence for Ocean Engineering, National Taiwan Ocean University, Keelung 20224, Taiwan 3 Water Resources Planning Institute, Water Resources Agency, Ministry of Economic Affairs, Taichung 41350, Taiwan; [email protected] * Correspondence: [email protected]; Tel.: +886-2-2462-2192 (ext. 6154) Received: 18 June 2018; Accepted: 25 July 2018; Published: 26 July 2018 Abstract: In this study, we used the natural and anthropogenic characteristics of a coastal region to generate risk maps showing vulnerability and potential hazards, and proposed design criteria for coastal defense and land use for the various kinds of risks faced. The Yunlin coast, a first-level protection area in mid-west Taiwan, was then used as an example to illustrate the proposed design criteria. The safety of the present coastal defenses and land use of the Yunlin coastal area was assessed, and coastal protection measures for hazard prevention were proposed based on the generated risk map. The results can be informative for future coastal management and the promotion of sustainable development of coastal zones. Keywords: coastal defense; risk maps; non-engineering measure; coastal vulnerability 1. Introduction Like most developing countries, Taiwan’s coast has been alternatively used for settlement, agriculture, trade, industry, and recreation without careful and thorough planning in the development stage since 70s. -
Healthy Waterways-Healthy Dolphins Project Report 2019
Healthy Waterways-Healthy Dolphins Project Report 2019 Healthy Waterways-Healthy Dolphins Project Report 2019 Healthy Waterways-Healthy Dolphins Project Report 2019 Acknowledgements We would like to thank our dedicated team of volunteers and Dolphin Ambassadors, particularly Heather Pheloung, Christian Jaehnichen, Mia Gustavsson, Tammy Brown and Jess Tsitonakis. Thanks and gratitude to our project partners, the City of the Gold Coast, Tweed Shire Council and Gold Coast Marine Training and Out of the Blue Adventures for making this project possible. We also thank the City of the Gold Coast, Wettenhall Environment Trust and our Crowdfunding donors for their funding assistance. Very special thanks to Andrew McCauley, Dean Fox, Kris Boody, Heidi van Woerden, Chels Marshall and David Blyde. Thanks to the many Dolphin Ambassador volunteers who have assisted in the project. This research was conducted under New South Wales National Parks Permits, Queensland Department of Environment & Science Permits, Moreton Bay Marine Parks Permit and NSW Department of Primary Industry Animal Ethics Permits. This Report should be cited as: Hawkins, E. R. (2019) Healthy Waterways-Healthy Dolphins Project Report 2019, Dolphin Research Australia Inc. Image Credits: Dolphin Research Australia Inc. 1 Contents ACKNOWLEDGEMENTS ...................................................................................................... 1 SUMMARY ........................................................................................................................ 3 1. -
HEC-25 3Rd Ed
Publication No. FHWA-HIF-19-059 January 2020 Hydraulic Engineering Circular No. 25 Highways in the Coastal Environment Third Edition Page Intentionally Left Blank Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA HIF-19-059 4. Title and Subtitle 5. Report Date HIGHWAYS IN THE COASTAL ENVIRONMENT January 2020 Hydraulic Engineering Circular Number 25 6. Performing Organization Code Third Edition 7. Author(s) 8. Performing Organization Report No. Scott L. Douglass and Bret M. Webb 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) South Coast Engineers PO Box 72 Fairhope, AL 36533 11. Contract or Grant No. DTFH61-16-D-00033 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Office of Bridges and Structures Technical Report Federal Highway Administration November 2017-December 2019 1200 New Jersey Avenue, S.E. 14. Sponsoring Agency Code Washington, D.C. 20590 15. Supplementary Notes Project Manager: Brian Beucler, FHWA Office of Bridges and Structures Technical Reviewers: Joe Krolak, Tina Hodges, Rob Kafalenos, Kornel Kerenyi, Rob Hyman, Paul Sharp, Eric Brown, Jia-Dzan (Jerry) Shen, Stephanie Smallegan, Thomas (Beau) Buhring Technical Editor: Valarie Arms 16. Abstract This manual presents tools for the planning, design, and operation of highways in the coastal environment. It focuses on roads near the coast that are influenced by coastal tides and waves constantly, or occasionally during storms. FHWA estimates that there are more than 60,000 miles of these “coastal highways” in the US. A primary goal is the integration of coastal engineering principles and practices in the planning and design of these roads and bridges to make them more resilient. -
Free Issue March 2015
Vsheetfree issue March 2015 www.vmrsouthport.com.au from SCRAP BOOK VMR Vice President Dave Macdonald greets Ashmore Rotary President Peter Gilmore on the Clubs visit to the Base. Dangerous storm approaches the Base Jess Taylor warms up for the job ahead. House boat under tow on the Broadwater 2 Volunteer Marine Rescue SOUTHPORT President’s Report Volunteer Marine Rescue SOUTHPORT - SURFERS PARADISE Assoc. Inc. PO Box 866 Southport Qld 4215 PRESIDENT Steve Pomas Phone: 55 911 300 Fax: 5532 0331 E-mail: [email protected] appy New Year and welcome to 2015. I hope everyone had a great holiday season and had the Web Site: www.vmrsouthport.com.au opportunity to spend plenty of time on the water. Certainly from a VMR perspective we had one of Hthe busiest summer’s we have ever seen with a record number of assists. I’d like to say a big thank you to all our weekend and especially call-out crews who were able to come in at short notice and keep our boats MANAGEMENT COMMITTEE manned and on the water to cover all the calls for assistance. It really is the people that make VMR what it 2014 - 2015 is today! PRESIDENT Steve Pomas On a much sadder note in mid January we had to say a final goodbye to VMR Life Member and Senior Skipper Chris Leech. Chris had a long and hard fought battle with cancer and showing his true fight- VICE PRESIDENT Dave Macdonald ing spirit held on for much longer than the Doctors ever thought he would. -
Water Quality Assessment of Tallebudgera Creek
Agent-based modelling of short-term juvenile bull shark movement in a semi-enclosed Gold Coast estuary Jonas Brandi Mortensen B.Sc. (University of Copenhagen) School of Environment Science, Environment, Engineering and Technology Griffith University Submitted in fulfilment of the requirements of the degree of Master of Philosophy December 2011 I STATEMENT OF ORIGINALITY This work has not previously been submitted for a degree or diploma in any university. To the best of my knowledge and belief, the thesis contains no material previously published by another person except where due reference is made in the thesis itself. .................................................................... Jonas Brandi Mortensen 14th December 2011 II ACKNOWLEDGEMENTS First and foremost I would like to extend my warmest thanks to my Principal Supervisor, Professor Joe Lee, for believing in me and allowing me to undertake this research project under his supervision. Thank you for your guidance and support over the past two years, especially here in the last few dramatic months. Also thanks to Dr Guy Castle for acting as my associate supervisor, and guiding me through the tricky waters of my Confirmation paper back in the early days. Special thanks goes out to Jonathan Werry for helping me establish this project with the Australian Rivers Institute, while also helping me with the shark catching effort and supplying me with the necessary equipment needed for the acoustic tracking campaign. My most sincere thanks goes out to the DHI for supplying me with a free MIKE software license over the course of my study, but most importantly I would like to thank Flemming T. -
“Alternative” Shoreline Erosion Control Devices: a Review
Chapter 12 “Alternative” Shoreline Erosion Control Devices: A Review Orrin H. Pilkey and J. Andrew G. Cooper Abstract A variety of patented approaches have been devised in efforts to halt shoreline erosion. Commonly termed ‘alternative’ or ‘innovative’ technologies, these are typically variations on the traditional approaches. A categorization of these approaches is presented that identifies devices placed in the water and devices placed on the beach. These categories are further subdivided. Despite their innova- tive nature and the claims of their inventors and promoters, these devices suffer from a variety of weaknesses when deployed in the real world. We present a non-exhaustive list of 110 devices for which US patents were awarded since 1970. The view of success of ‘alternative’ devices often differs between reports made by the developer and those of the end-user and only in a few cases have objective assessments been made. Using a variety of sources we review experiences with artificial surfing reefs and beach drainage systems. We conclude that ‘alternative’ devices offer the same range of shortcomings as traditional shoreline stabilization approaches because of the inherent inability to control such a dynamic sedimentary environment and the failure to address the underlying causes of shoreline recession (sea level rise, sediment supply, other engineering structures, and the presence of infrastructure in the active coastal zone). O.H. Pilkey (*) Division of Earth and Ocean Sciences, Nicholas School of the Environment, Duke University, Durham, NC 27708, USA e-mail: [email protected] J.A.G. Cooper School of Environmental Sciences, University of Ulster, Coleraine BT52 1SA, Northern Ireland, UK e-mail: [email protected] J.A.G. -
Impacts to Sediment Dynamics in Tidal Entrances from Bypassing and Associated Management Implications
Long-term Impacts of Bypassing on Sediment Transport in Tidal Estuaries An introduction to Doctorate research at the Griffith Centre for Coastal Management Queensland Coastal Conference, Airlie Beach, September 2017 Jemma Purandare Griffith Centre for Coastal Management (PhD Candidate – Coastal Sedimentology) Presentation Structure • Background ◦ Purpose and relevance of the research ◦ Prior work ◦ Gold Coast Broadwater and Seaway • Literature Review ◦ Findings to date ◦ Knowledge gaps • Upcoming work ◦ Research tasks ◦ Project outputs JEMMA PURANDARE September 2017 2 GRIFFITH CENTRE FOR COASTAL MANAGEMENT Introduction • Tidal Entrances • Recreation • Navigation • Highly dynamic • Engineering • Fixing • Dredging • Bypassing City of Gold Coast, 2015 • Beach management 3 Tidal Entrances – Globally Significant • East Coast US (Hayes, 1979) • Guadiana estuary, Portugal (Garel et.al., 2014) • Kennebec River entrance, Maine (FitzGerald et.al., 2000) • New England, USA (FitzGerald et.al., 2002) • Golden Gate inlet, San Francisco Bay (Erikson et.al., 2013; Elias & Hansen, 2013) • Dutch Wadden Sea, the Netherlands (Dissanayake et.al., 2009; van Leuuwen et.al., 2003; van der Vegt et.al., 2009) • Danshui River estuary, Taiwan (Chen et.al., 2015) • Currumbin Creek, Gold Coast (Castelle et.al., 2007) • Obidos lagoon, Portugal (Bruneau et.al., 2011) • Dyfi Estuary, UK (Brown & Davies, 2010) • Canaceral Entrance, Florida (Bodge, 1993) • Jiaozhou Bay, China (Wang et.al., 2014) • Nerang River inlet (Broadwater), Gold Coast (Whitlow, 2005; Sennes et.al., 2007; Ryan et.al., 2003; Robinson et.al., 2006; Mirfenderesk et.al., 2007) 4 The Broadwater, Southport, Gold Coast • Semi-enclosed tidal estuary (Sennes et.al., 2007) • Highly dynamic prior to engineering intervention (Whitlow, 2005) • Seaway training walls • Sand bypassing system • Initial capital dredging: Wave Break Island • Maintenance dredging • Coomera and Nerang River catchments • Highly developed and urbanised Imagery – Google, 2016 Data – SIO, NOAA, U.S.