Current Approaches to Flood Risk Management Within the Plan Area
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Felixstowe Central and South
Management Responsibilities SCDC: Fel 19.1 to Fel 19.3 SCDC Assets: Fel 19.1 Reinforced concrete block revetment with groynes, rock armour revetment in front of concrete wall, two fishtail breakwaters Fel 19.2 Concrete seawall with rock groynes, concrete splash wall, mass concrete seawall with promenade, timber groynes with concrete cladding Fel 19.3 Mass concrete sea wall with promenade, timber groynes with concrete cladding EA: Fel 19.4 to Fel 20.1 (with flood wall responsibility in SCDC frontages) EA Assets: Fel 19.2 / 19.3 Secondary flood wall Fel 19.4 Manor Terrace sea wall, concrete block-work revetment with toe piling, Landguard Common sea wall with concrete apron SMP Information Area vulnerable to flood risk: Approx. 7,017,000m² No. of properties vulnerable to flooding: 1071 Area vulnerable to erosion: Approx. 640,000m² (2105 prediction – no defences) No. of properties vulnerable to erosion: 111 Vulnerable infrastructure / assets: Felixstowe Leisure Centre, Bartlet Hospital, Felixstowe Docks, Martello Tower, Landguard caravan park, Harwich Harbour Ferry, Landguard Common, Landguard Fort, Orwell Estuary, Stour Estuary SMP Objectives To improve Felixstowe as a viable commercial centre and tourist destination in a sustainable manner; To protect the port of Felixstowe and provide opportunities for its development; To develop and maintain the Blue Flag beach; To maintain flood protection to residential properties; To maintain a high standard of ongoing defence to the area; To maintain existing facilities essential in supporting ongoing regeneration; To integrate maintenance of coastal defence, while promoting sustainable development of the hinterland; To maintain the historical heritage of the frontage; To maintain biological and geological features of Landguard Common SSSI in a favourable condition. -
URBAN COASTAL FLOOD MITIGATION STRATEGIES for the CITY of HOBOKEN & JERSEY CITY, NEW JERSEY by Eleni Athanasopoulou
©[2017] Eleni Athanasopoulou ALL RIGHTS RESERVED URBAN COASTAL FLOOD MITIGATION STRATEGIES FOR THE CITY OF HOBOKEN & JERSEY CITY, NEW JERSEY By Eleni Athanasopoulou A dissertation submitted to the Graduate School- New Brunswick Rutgers, The State University of New Jersey In partial fulfillment of requirements For the degree of Doctor of Philosophy Graduate Program in Civil and Environmental Engineering Written under the direction of Dr. Qizhong Guo And approved by New Jersey, New Brunswick January 2017 ABSTRACT OF THE DISSERTATION URBAN COASTAL FLOOD MITIGATION STRATEGIES FOR THE CITY OF HOBOKEN & JERSEY CITY, NEW JERSEY by ELENI ATHANASOPOULOU Dissertation Director: Dr. Qizhong Guo Coastal cities are undeniably vulnerable to climate change. Coastal storms combining with sea level rise have increased the risk of flooding and storm surge damage in coastal communities. The communities of the City of Hoboken and Jersey City are low-lying areas along the Hudson River waterfront and the Newark Bay/Hackensack River with little or no relief. Flooding in these areas is a result of intense precipitation and runoff, tides and/or storm surges, or a combination of all of them. During Super-storm Sandy these communities experienced severe flooding and flood-related damage as a result of the storm surge. ii Following the damage that was created on these communities by flooding from Sandy, this research was initiated in order to develop comprehensive strategies to make Hoboken and Jersey City more resilient to flooding. Commonly used flood measures like storage, surge barrier, conveyance, diversion, pumping, rainfall interception, etc. are examined, and the research is focused on their different combination to address different levels of flood risk at different scales. -
Next the Sea: Eccles and the Anthroposcenic
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by Repository@Nottingham Next the Sea: Eccles and the Anthroposcenic David Matless Accepted for publication in the Journal of Historical Geography, May 2018 Abstract This paper considers the Anthroposcenic, whereby landscape becomes emblematic of processes marking the Anthropocene, through a specific site, Eccles on the northeast coast of Norfolk, England. The coast has become a key landscape for reflections on the Anthropocene, not least through processes of erosion and sea level change; the title phrase ‘next the sea’ here carries both spatial and temporal meaning. Through Eccles the paper investigates cultural-historical Anthropocene signatures over the past two centuries. Between 1862 and 1895 a church tower stood on Eccles beach; in preceding decades the tower was half-buried in sand dunes, but emerged after these were eroded by the sea. In 1895 the tower fell in a storm, although fragments remained intermittently visible over the following century, depending on the state of the beach. The paper takes Eccles tower as a focus for the exploration of themes indicative and/or anticipatory of the Anthropocene, including sea defence and geological speculation on land and sea levels, Eccles featuring in Charles Lyell’s Principles of Geology. The tower became a visitor attraction, and discussions around the 1895 fall are examined, in relation to the spectacle of ruin, claims over the site, and anxieties over defence. The periodic beach exposure of bones from the former churchyard prompted reflections on mortality, also present in literary engagements with Eccles by figures such as Henry Rider Haggard. -
COWI World-Wide
COWI has over 7,000 employees COWI World-wide JANUARY 17, 2013 2 PANYNJ FLOOD BARRIER Ben C. Gerwick, Inc. › Internationally renowned engineering consulting firm HQ in Oakland, CA › History of creative solutions that minimize risk, cost, and time › Focused on constructability, serviceability, maintenance, and durability of structures in waterways and marine sites › Conceptual design, cost estimates planning, permitting, final design and construction support › Documentation & quality control › Decades of experience with government design criteria to streamline the approval and permitting process › Work is exemplified by New Orleans IHNC Floodgates, Braddock Dam, Olmsted Dam, and Chickamauga Lock. IHNC Swing Gate Tow 3 Select projects Experience › IHNC Lake Borgne Barrier (Design/ Constr. Supt.) › Montezuma Slough Salinity Barrier (Concept. Des./ Constr. Eng.) › Braddock Dam (Design/ Constr. Supt.) › Chickamauga Lock (Design/ Constr. Eng.) › Olmsted Lock and Dam (Design/ Constr. Eng.) › Venice Storm Surge Barrier (Conceptual Des.) › Yeong-Am Lift Gate (Conceptual Des.) 4 Venice Storm Surge Barrier Compressed air is used to raise gates during a storm. Gerwick performed detailed constructability review for this project. 5 Montezuma Slough Salinity Barrier Complex Radial gate structure for Salinity Barrier in the California Delta. Offsite prefabrication & float-in. 6 Chickamauga Lock Cofferdam, Chattanooga, TN 7 Olmsted Dam Construction Photos › Over 4,000-ton Elements have Been Placed with 1-Inch Accuracy in Six Degrees of Freedom JANUARY 17, 2013 8 PANYNJ FLOOD BARRIER Braddock Dam – Dam Segment Tow to Site Float-in of dam elements allows for minimal construction time, saving money and time 9 Braddock Dam, Pittsburgh, PA – Graving Site Two-Level Graving Dock for Float-in Shell 10 IHNC Hurricane Protection Project New Orleans, Louisiana Sector Gate (150') & • Gerwick is the Lead Designer Swing Gate (150') for the $1.3-billion design-build contract for the USACE Hurricane Protection Office. -
Technology Fact Sheet Seawall and Revetment Technologyi
Technology Fact Sheet Seawall and revetment technologyi 1) Introduction In every coastal area and beach in Indonesia, integrated coastal management will be applied. This is a process of coastal natural resource management and environmental services that integrate the activities of government, business and society covering horizontal and vertical planning, preserving land and marine ecosystems, application of science and management, so that this resource management will improve and be sustainable for the surrounding community welfare. Lack of understanding of coastal dynamics will lead the efforts to harness the economic potential even bring up new problems such as erosion and abrasion as well as accretion. Besides, the incidence of sea level rise and tropical storms will also lead to coastal erosion. Various efforts to solve the problems through the development of Seawall and revetment have been and some are being done by government, business and the society. Because the incidence of abrasion and erosion of beaches are scattered throughout Indonesia, the location that has a significant impact will be followed up in advance. Development of Seawall and revetment is one of the appropriate adapt technology in dealing with further damage of coastal and beaches. A) Feasibility of technology and operational necessities Seawall and revetment are structures that were built on coastline as a barrier of the mainland on one side and waters on the other. The function of this structure is to protect and keep the coastline from waves and to hold the soil behind the seawall. The seawall is expected to cease erosion process. On the north coast of Java, many cities are experiencing abrasion and erosion resulting from a decrease of land and sea-level rise. -
Appendix G. Flood Hazard Management Risk Areas
APPENDIX G. FLOOD HAZARD MANAGEMENT RISK AREAS This appendix contains a complete listing of the flooding and erosion related risk areas identified by the River and Floodplain Management Program staff during the preparation of the 2006 King County Flood Hazard Management Plan. The approach to identifying and characterizing these risk areas varied from river to river and was influenced by both the characteristics of each river, and by the professional judgment of the team compiling this information. This risk identification was the first step in the development of project and program proposals contained in Appendices E and F of this Plan. These project and program recommendation are cross referenced in the last columns of this table. In many cases the magnitude of these risks described is not well understood but will be further evaluated through future technical studies and risk assessments. South Fork Skykomish River, Miller River, Maloney Creek, Tye River and Anthracite Creek (WRIA 7) In DS US Bank Flood or Channel Migration Risk Action Proposed Project RM RM Plan? 6.4 19.9 L, R South Fork Skykomish River Channel Migration Zone Y South Fork Skykomish Channel Migration Zone: Study and Map: Channel migration is a type of flood Conduct South Fork Skykomish River Channel Migration hazard. King County maps channel migration zones to Zone Study and Mapping. (Skykomish River, identify the extent of this flood hazard and regulate land use Unincorporated) in the affected areas. Historical and recent evidence indicates that this part of the South Fork Skykomish River is subject to channel migration. A South Fork Skykomish River channel migration zone study and map will be completed under this project for use by the King County Department of Development and Environmental Services in land use regulation within King County. -
CHAPTER 7 Adaptation Strategies and Techniques for Coastal Properties
Rhode Island Coastal Resources Management Council Shoreline Change SAMP Volume 1 CHAPTER 7 Adaptation Strategies and Techniques for Coastal Properties Table of Contents 7.1 Overview ............................................................................................................ 2 7.1.1 Chapter Objectives .............................................................................................. 2 7.1.2 Defining Adaptation and Associated Concepts .................................................. 3 7.1.3 Choosing to Adapt: Choices and Challenges ....................................................... 5 7.1.4 Adaptation: A Rapidly Developing Field ............................................................. 7 7.2 Adaptation Tools and Strategies for Coastal Properties ....................................... 8 7.2.1 CRMC Guidance on Coastal Property Adaptation Tools and Strategies ............. 8 7.2.2 Site Selection ..................................................................................................... 10 7.2.3 Distance Inland ................................................................................................. 12 7.2.4 Elevation ........................................................................................................... 12 7.2.5 Terrain Management ........................................................................................ 13 7.2.6 Natural and Nature-Based Adaptation Measures ............................................ 16 7.2.7 Flood Barriers ................................................................................................... -
Coastal Flood Resilience Design Guidelines
Coastal Flood Resilience Design Guidelines DRAFT — September 2019 Project Team Richard McGuinness, Deputy Director for Climate Change and Environmental Planning, BPDA Chris Busch, Assistant Deputy Director for Climate Change and Environmental Planning, BPDA Joe Christo, Senior Resilience and Waterfront Planner, BPDA Alison Brizius, Director of Climate and Environmental Planning, Boston Environment Department Alisha Pegan, Climate Ready Boston Coordinator, Boston Environment Department Consultant team Utile, Inc. Matthew Littell, Principal in Charge Nupoor Monani, Senior Urban Designer and Project Manager Jeff Geisinger, Director of Sustainability Drew Kane, Senior Planner Jessy Yang, Urban Designer Noble, Wickersham & Heart LLP Jay Wickersham Barbara Landau Kleinfelder Nathalie Beauvais, Principal Planner Nasser Brahim, Senior Planner Kyle Johnson, Staff Engineer HDR Pam Yonkin, Director of Sustainability & Resiliency for Transportation Jeremy Cook, Senior Economist Offshoots Kate Kennan Cover photo: Landslides Aerial Photography / Alex MacLean DRAFT — September 2019 Acknowledgments This project would not have been possible without the time and input from the following departments, staff, and community stakeholders. Boston Planning & City of Boston Development Agency Mayor Martin J. Walsh BPDA Board Disabilities Commission Timothy J. Burke, Chairman Kristen McCosh, Commissioner Carol Downs, Treasurer Sara Leung, Project Coordinator Michael P. Monahan Patricia Mendez, Architectural Access Specialist Theodore C. Landsmark Priscilla Rojas, -
2016 Annual Report
Pierce County Flood Control Zone District PIERCE COUNTY FLOOD CONTROL 2016 ZONE DISTRICT Who We Are and What We Do The Pierce County Flood Control District is a special purpose district governed by a Board of Supervisors and an Executive Committee. The Board of Supervisors meets quarterly on the second Wednesday of January, April, July, and October and the Executive Committee meets the third Wednesday of each month. They authorize plans, budgets, project funding, and program and policy guidance. All meetings are held in the Pierce County Council Chambers at the Pierce County Courthouse and are open to the public. Agendas are posted at piercefloodcontrol.org. Members of the Pierce County Council serve as the Supervisors for the Flood Control Zone District. In 2016, the members included: Rick Talbert, Chair Joyce McDonald, Vice Chair Dan Roach, Third Member of Executive Committee Connie Ladenburg Jim McCune Doug Richardson Derek Young The Pierce County Flood District Advisory Committee makes recommendations to the Board on capital projects. Their meeting dates are posted on the Flood Control Zone District website: piercefloodcontrol.org. Their meetings are also open to the public. 2016 Advisory Committee Members: Ryan Mello—Chair Pat McCarthy Councilmember, Tacoma Pierce County Executive John Hopkins—Vice Chair Dave Morell Councilmember, Puyallup Unincorporated Pierce County Gary Brackett President, National Grouting Business Representative Systems Mike Brandstetter—WRIA 12 Clare Petrich Councilmember, Lakewood Commissioner, Port of Tacoma Mike Dahlem Steve Pruitt—WRIA 11 Public Works Director, Sumner James Rackley—WRIA 10 Russ Ladley Councilmember Natural Resources Director Bonney Lake Puyallup Tribe of Indians Charles West Jeff Langhelm—WRIA 15 Unincorporated Pierce County Public Works Director, Gig Harbor Battalion Chief, Key Peninsula Fire Dept Winston Marsh Mayor, Fife Ken Wolf Public Works Director, Orting Pierce County has had fifteen presidentially declared flooding disasters since 1962. -
RCED-89-132 Water Resources: Corps of Engineers' Inspections Of
: a United States General Accounting Office Report to the Honorable ‘GAO Robert C. Byrd, U.S. Senate I . ,_ a!&1;+-,:,; ; .m. .. : United States GAO General Accounting Office Cincinnati Regional Office Ciuciuuati Commerce Center 600 Vine Street, Suite 2100 Ciuciunati, OH 45202-2430 B-235390 August 7, 1989 The Honorable Robert C. Byrd United States Senate Dear Senator Byrd: This report responds to your request that we review the U.S. Army Corps of Engineers’ inspections of the work by Metric Constructors, Inc., a contractor for a flood protection project in West Williamson, West Vir- ginia. In your March 23, 1988, letter, you asked us to identify the types of inspection activities required by the Corps and to determine whether those activities were carried out in accordance with Corps procedures. During the course of our work, we briefed your office on our prelimi- nary results. Because we had not found anything at that time which would indicate that the Corps was lax in its inspection activities, your office agreed that additional work on this project was not necessary. Your office, however, requested that we prepare a written report describing the information we presented dt the briefing. The results of our review are summarized below and discussed in more detail in the appendixes. The Corps of Engineers’ contract with Metric Constructors, Inc., pro- Background vides for Metric to build a levee with a flood wall on the Tug Fork of the Big Sandy River in West Williamson, West Virginia. This construction work, which will cost about $25 million, is part of a long-term flood pro- tection project that covers a large area in western West Virginia, south- western Virginia, and eastern Kentucky. -
Gabion Wall La Hachadura, El Salvador Second Opinion
Gabion wall La Hachadura, El Salvador Second opinion Cordaid 17 November 2014 Final draft BD5042.101 HASKONINGDHV NEDERLAND B.V. RIVERS, DELTAS & COASTS Barbarossastraat 35 Postbus 151 Nijmegen 6500 AD The Netherlands +31 24 328 42 84 Telephone Fax [email protected] E-mail www.royalhaskoningdhv.com Internet Amersfoort 56515154 CoC Document title Gabion wall La Hachadura, El Salvador Second opinion Document short title Second opinion gabion wall La Hachadura Status Final draft Date 17 November 2014 Project name Second opinion gabion wall La Hachadura Project number BD5042.101 Client Cordaid Reference BD5042.101/R00001/423630/Afrt Drafted by Albert Wiggers, Filip Schuurman Checked by Michel Tonneijck Date/initials check …………………. …………………. Approved by Michel Tonneijck Date/initials approval …………………. …………………. A company of Royal HaskoningDHV SUMMARY Second opinion gabion wall La Hachadura - i - BD5042.101/R00001/423630/A Final Draft 17 November 2014 CONTENTS Page 1 INTRODUCTION 1 1.1 Background 1 1.2 Objectives 1 1.3 This report 2 2 OBSERVATIONS 3 2.1 General setting 3 2.1.1 Conditions 3 2.1.2 La Hachadura 3 2.1.3 Rio Paz 3 2.1.4 Critical flood risk locations 4 2.2 Morphological evolution Rio Paz near La Hachadura 5 2.2.1 Observations 5 2.2.2 Historical events 5 2.2.3 Conclusions from comparison satellite images 9 2.3 Design and construction of the Gabion Wall 11 2.4 Local common practise 18 3 SECOND OPINION 19 3.1 Motivation of chosen solution for flood protection 19 3.2 Motivation partial construction of first 300 m 19 3.3 Hydraulic boundary conditions and river behaviour 19 3.4 Topographical and geotechnical survey 19 3.5 Structure Error! Bookmark not defined. -
Sea Palling Via Hempstead Heath
Sea Palling via Hempstead Heath Sea Palling via Hempstead Heath Explore the coastal fringes of the broads then enjoy a beach walk back to the start Getting started There are two bus services reaching Sea Palling, Neaves service 36 Happisburgh-Stalham-Wroxham- Norwich and Sanders service 34 North Walsham- Mundesley–North Walsham. Get off the bus at the terminus on Clink Road, Sea Palling. Timetable information can be found on the Traveline website or telephone 0871 200 22 33. Unfamiliar with the area? You might find it helpful to take a map with you. Sea Palling is covered in the Clink Road bus stop Ordnance Survey Explorer Series, The Broads, map number OL40. Refreshments During the summer season there are various refreshment opportunities including Beach Rock Café and Coffee Shop, as well as an ice-cream parlour, snack bar and amusements at the end of Beach Road. Reefs Bar on Beach Road is open year round. Dogs are welcome. Reed-fringed ditches What to expect Allow at least 3 hours for this 6.2 mile walk. It takes you through a land of reed-fringed ditches, tree-lined farm tracks and winding country roads. The great variety of old wooden summer beach huts nestling at the base of sand dunes give an evocative reminder of the simple pleasures of a coast holiday. The walk finishes on a long stretch of beach. Although this is an easy, flat walk, the open landscape often has strong winds giving an added sense of exposure and that last beach section certainly makes your legs ache! Sea Palling Version: Nov/2016 Sea Palling via Hempstead Heath Along the way .