Technology Fact Sheet Seawall and Revetment Technologyi
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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. -
Linktm Gabions and Mattresses Design Booklet
LinkTM Gabions and Mattresses Design Booklet www.globalsynthetics.com.au Australian Company - Global Expertise Contents 1. Introduction to Link Gabions and Mattresses ................................................... 1 1.1 Brief history ...............................................................................................................................1 1.2 Applications ..............................................................................................................................1 1.3 Features of woven mesh Link Gabion and Mattress structures ...............................................2 1.4 Product characteristics of Link Gabions and Mattresses .........................................................2 2. Link Gabions and Mattresses .............................................................................. 4 2.1 Types of Link Gabions and Mattresses .....................................................................................4 2.2 General specification for Link Gabions, Link Mattresses and Link netting...............................4 2.3 Standard sizes of Link Gabions, Mattresses and Netting ........................................................6 2.4 Durability of Link Gabions, Link Mattresses and Link Netting ..................................................7 2.5 Geotextile filter specification ....................................................................................................7 2.6 Rock infill specification .............................................................................................................8 -
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. -
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. -
Chapter 213 the Impacts of Shoreline Protection
CHAPTER 213 THE IMPACTS OF SHORELINE PROTECTION STRUCTURES ON BEACHES ALONG MONTEREY BAY, CALB^ORNIA GaryB. Griggs* James F. Tait* Katherine Scott* Abstract As a result of severe coastal storm damage in recent years along the California coast and the continuation of development and redevelopment in hazard prone oceanfront areas, large numbers of coastal protection structures have been built. This same trend has been observed on the Atlantic and Gulf coasts as well. At present, fully 12%, or 130 miles of California's 1100 miles of shoreline have been armored. As the number of structures and their coastal frontage has increased, concern along the California coast and elsewhere has arisen in regard to the impacts of these protective structures on the adjacent beaches. Three Atlantic coast states (Maine, New Jersey, and North Carolina) have responded to this concern by establishing state-level policy which prohibits construction of any new "hard" protective structures. Although considerable laboratory scale research has been carried out on this problem, field work has been extremely limited. A study along the central California coast was initiated in order to resolve some of the most critical questions regarding the impacts of protection structures on beaches. Based on 4 years of precise, biweekly, shore- based surveys in the vicinity of different types of seawalls along the shoreline of northern Monterey Bay along the central California coast, some consistent beach changes have been documented. All of the changes observed to date have been seasonal and are best developed in the fall and winter months during the transition from summer swell to winter storm conditions. -
Geotechnical Aspects of Seawall Stability with Climate Change
GEOTECHNICAL ASPECTS OF SEAWALL STABILITY WITH CLIMATE CHANGE Lex Nielsen WorleyParsons [email protected] Agustria Salim Pells Sullivan Meynink Doug Lord Coastal Environment Geoff Withycombe Sydney Coastal Councils Group Ian Armstrong Sydney Coastal Councils Group Introduction Existing seawalls and protection structures exist at many locations around the Australian coast where construction details are unknown and the capacity of the structures to withstand storms has not been verified. Seawall asset owners and managers (usually Local Councils) are faced with determining development applications in areas protected by such structures. Often, the responsibility, ownership and liability arising from these structures are not clear, with many structures constructed entirely or in part on Public Land. Frequently, there is conflict between the coastal managers and the community who have varying impressions of their effectiveness in providing protection and their impact on the public beach. This project has developed methods whereby the efficacy of existing seawalls may be determined. The project was undertaken by the Sydney Coastal Councils Group (SCCG) with funding provided by the Commonwealth Department of Climate Change and Energy Efficiency (DCCEE) through a Climate Adaptation Pathways (CAP) grant. The project was overseen by a National Reference Group comprising expertise from local government, state government, universities with coastal management expertise and industry specialists. Key elements of the project were as follows: Literature review of existing seawall types, remote sensing techniques, options for upgrading, certification requirements - Water Research Laboratory (WRL), University of NSW (UNSW). Geotechnical assessment of structure types and common failure modes - WorleyParsons. Economic aspects of the decision making process - Bond University under the direction of the Centre for Coastal Management (CCM) at Griffith University (GU). -
Harbor Protection Through Construction of Artificial Submerged Reefs
Harbor Protection through Construction of Artificial Submerged Reefs Amarjit Singh, Vallam Sundar, Enrique Alvarez, Roberto Porro, Michael Foley (www.hawaii.gov) 2 Outline • Background of Artificial Reefs • Multi-Purpose Artificial Submerged Reefs (MPASRs) ▫ Coastline Protection ▫ Harbor Protection • MPASR Concept for Kahului Harbor, Maui ▫ Situation ▫ Proposed Solution • Summary 3 Background First documented First specifically Artificial reefs in First artificial reef Artificial reefs in artificial reefs in designed artificial Hawaii– concrete/tire in Hawaii Hawaii – concrete Z- U.S. reefs in U.S. modules modules 1830’s 1961 1970’s 1985-1991 1991- Present • Uses • Materials ▫ Create Marine Habitat ▫ Rocks; Shells ▫ Enhance Fishing ▫ Trees ▫ Recreational Diving Sites ▫ Concrete Debris ▫ Surfing Enhancement ▫ Ships; Car bodies ▫ Coastal Protection ▫ Designed concrete modules ▫ Geosynthetic Materials 4 Multi-Purpose Artificial Submerged Reefs (MPASRs) Specifically designed artificial reef which can provide: • Coastline Protection or Harbor Protection ▫ Can help restore natural beach dynamics by preventing erosion ▫ Can reduce wave energy transmitted to harbor entrances • Marine Habitat Enhancement ▫ Can provide environment for coral growth and habitat fish and other marine species. ▫ Coral can be transplanted to initiate/accelerate coral growth • Recreational Uses ▫ Surfing enhancement: can provide surfable breaking waves where none exist ▫ Diving/Snorkeling: can provide site for recreational diving and snorkeling 5 MPASRs as Coastal Protection Wave Transmission: MPASRs can reduce wave energy transmitted to shoreline. Kt = Ht/Hi K = H /H t t i Breakwater K = wave transmission t Seabed coefficient, (Pilarczyk 2003) Ht= transmitted wave height shoreward of structure Hi = incident wave height seaward of structure. 6 MPASRs as Coastal Protection • Wave Refraction: MPASR causes wave refraction around the reef, focusing wave energy in a different direction. -
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. -
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. -
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. -
Programme and Book of Abstracts, a Receipt of the Registration Fee, and Souvenirs
Table of Contents Page Welcome Message 1 Committees and Sponsors 2-6 General Information 7-9 APAC2011 Programme at a Glance 10-12 APAC2011 Oral Sessions 13-25 APAC2011 Poster Sessions 26-27 Keynote Lectures 29-72 Book of Abstracts 73-139 Welcome to APAC2011 It is our great pleasure to welcome you to this 6th International Conference on Asian and Pacific Coasts (APAC2011) and to the great city of Hong Kong. The Conference, hosted by The University of Hong Kong during December 14–16, 2011, aims to provide a platform where engineers and researchers can keep abreast of the current scientific and technological advancements in coastal and port-related research and practice. The response to our Call for Papers announced in March 2011 was very heartening. We ended up receiving more than 300 submissions from more than 30 countries around the world. After peer review, some 250 papers have been accepted for presentation at the Conference. This volume contains the APAC2011 Conference Programme and the Book of Abstracts. The programme consists of 6 keynote lectures, 4 invited lectures, 10 contributions to the Special Session on the 2011 East Japan Tsunami, and 237 other contributions arranged in various oral and poster sessions. These presentations cover a wide range of topics related to coastal, ocean and harbour engineering, such as beach erosion and morphodynamics, climate change and sea level rise, coastal management and shore protection, estuaries and ports, hydrodynamics of offshore and coastal structures, marine ecology and environment, marine and offshore wind energy, seawater intrusion, sediment transport, tsunami and storm surges, waves and tides, wastewater disposal and water quality, and so on.