Living Breakwater PHOTOGRAPHS
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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. -
Living Shorelines Along the Georgia Coast
Living Shorelines along the Georgia Coast A summary report of the first Living Shoreline projects in Georgia September 2013 Living Shoreline Summary Report Georgia Department of Natural Resources One Conservation Way Brunswick, GA 31520 Project Manager: Jan Mackinnon Biologist GA-DNR Coastal Resources Division Prepared By: Greenworks Enterprises, LLC 7617 Laroche Ave Savannah GA 31406 September 2013 This report should be cited as: Georgia Department of Natural Resources. 2013. Living Shorelines along the Georgia Coast: A Summary Report of the First Living Shoreline projects in Georgia. Coastal Resources Division, Brunswick, GA. 43 pp. plus appendix. -2- ACKNOWLEDGEMENTS This report was prepared by Greenworks Enterprises under Cooperative Agreement # CD-96456206-0 to the Georgia Department of Natural Resources from the U.S. Environmental Protection Agency. The statements, findings, conclusions, and recommendations are those of the author(s) and do not necessarily reflect the views of the U.S. Environmental Protection Agency. The Project Team responsible for the guidance, direction, and implementation of the living shorelines projects described in this document consisted of: Jan Mackinnon, Georgia Department of Natural Resources, Coastal Resources Division, Biologist; Christi Lambert, The Nature Conservancy, Georgia Marine and Freshwater Conservation Director; Dorset Hurley, Sapelo Island National Estuarine Research Reserve. Research Coordinator, Senior Marine Biologist; Fred Hay, GADNR: Wildlife Resources Division, Sapelo Island Manager; Sco Coleman, Ecological Manager, Lile St. Simons Island; Tom Bliss, University of Georgia Marine Extension Service;Conservancy; Alan Power, PhD, University of Georgia; These projects and this report have been made possible by their significant contributions and energies. The Project Team would like to thank all volunteers that made these Living Shoreline projects possible. -
Shore Protection by Offshore Breakwaters
l§lHydraulics Research Wallingford SHORE PROTECTION BY OFFSHORE BREAKWATERS A H Brampton Ph .D J V Smallman Ph.D Report No SR 8 July 1985 Registered Office: Hydraulics Research Limited, Wallingford, Oxfordshire OX 10 8BA. Telephone: 0491 35381. Telex: 848552 Thi s report describes work carri ed out wi thin the research programme Commission B for the Ministry of Agriculture, Fisheri es and Food . The study was carri ed ou t in the Coas tal Processes Sect ion of the Mari time Engineering Department of Hydraulics Research . The departmental nominated officer is Mr A Alli son . The Company's nominated project officer is Dr S W Huntington. The report is publi s hed on behalf of MAFF but any op inions expressed are not necessarily those of the Ministry . C Crown copyri ght 19 85 ABSTRACT This report reviews the information available for the design and use of offshore breakwaters in shore protection. As an introduction to the subject the physical processes occurring in the lee of an offshore breakwater are described with reference to natural examples. This is followed by a survey of case histories, and mathematical and physical modelling techniques for offshore breakwaters. Some of the methods which are available for the design of a breakwater system are reviewed. Possible future developments in the design process are described, and the areas in which further research on the effects of offshore breakwaters is required are highlighted. CONTENTS Page EXECUTIVE SUMMARY 1 INTRODUCTION 1 2 OFFSHORE BREAKWATERS - THE PHYSICAL PROCESSES 2 2.1 Natural Examples 2 2.2 Physical processes 4 3 LITERATURE STUDY 6 3.1 Review of case histories 6 3.2 Physical model studies 10 3 .3 Ma thematical model studies 16 4 DESIGN METHODS FOR AN OFFSHORE BREAKWATER SYSTEM 19 4.1 Developing the initial design 19 4.2 Methods for improving the breakwa ter design 22 5 FUTURE DEVELOPMENT 26 6 CONCLUS IONS AND RECOMMENDATIONS 28 7 ACKNOWLEDGE MENTS 29 8 REFERENCES 30 FIGURES PLATES EXECUTIVE SUMMARY 1. -
The Impact of Submerged Breakwaters on Sediment Distribution Along Marsh Boundaries
water Article The Impact of Submerged Breakwaters on Sediment Distribution along Marsh Boundaries Iacopo Vona *, Matthew W. Gray and William Nardin Horn Point Laboratory, University of Maryland Center for Environmental Science, Cambridge, MD 21613, USA; [email protected] (M.W.G.); [email protected] (W.N.) * Correspondence: [email protected] Received: 7 February 2020; Accepted: 31 March 2020; Published: 2 April 2020 Abstract: Human encroachment and development on coastlines have led to greater amounts of armoring of shorelines. Breakwaters are a common feature along coastlines, which are used to dampen wave energy and protect shorelines from flash floods or overwash events. Although common, their effects on sediment transport and marsh geomorphology are poorly understood. To address this gap, our study quantifies the effects of breakwaters on sediment transport and marsh evolution under different wave regimes using Delft3D-SWAN, a dynamic geomorphodynamic numerical model. Model configurations used the same numerical domain, but scenarios had different sediments, waves, tides, basin slopes and breakwater distances from the shoreline to explore how waves and tidal currents shape coastal margins. Model results suggested breakwaters were responsible for an average wave damping between 10–50%, proportional to the significant wave height across all modeled scenarios. Shear stress at the beginning of the marsh and the volume of sediment deposited at the end of the simulation (into the marsh behind the breakwater) increased on average between 20–40%, proportional to the slope and distance of the breakwater from the shoreline. Sediment trapping, defined as the ratio between the volume of sediment housed into the salt marsh behind and away from the breakwater, was found to be less than 1 from most model runs. -
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. -
Ecologically Engineering Living Shorelines for High Energy Coastlines
Ecologically engineering living shorelines for high energy coastlines Christine Angelini1, Ada Bersoza Hernandez1, Deidre Herbert1, Emily Astrom1, Patrick Norby1, Greg Kusel1, Scott Wasman1, Raymond Grizzle2, Nikki Dix Pangle3, Alex Sheremet1 1Engineering School of Sustainable Infrastructure & Environment, University of Florida; 2Jackson Lab, University of New Hampshire, 3Guana Tolomato Matanzas National Estuarine Research Reserve [email protected] Ocean ship traffic up 300% worldwide since 1990 Tournadre 2014, Geophysical Research Letters Large container ships & fishing vessels Boats Boats Boats Boats Boats Small boat traffic rarely monitored, but on the rise Ecological effects unknown Studies examining the effects of wakes on turbidity & wetland erosion Sorenson 1973; Zabawa & Ostrom 1980; Nanson et al. 1994; Osborne & Boak 1999;Castillo et al. 2000; Parnell & Kofoed- Hanson 2001; Bauer et al. 2002; Grizzle et al. 2002; McConchie & Toleman 2003; Glamore 2008; Houser 2010; Tonelli et al. 2010; Bilkovic et al. 2017 *Black text= primary literature/ Grey text = grey literature* Number of responses Experts in SE US indicate boat traffic in estuaries is high is estuaries in traffic boat US indicate in SE Experts Intracoastal Waterway (ICW) 3,000 miles of natural waterways & dredged channels Ponte Artery for commerce & recreation Vedra, FL Boat highway through low-energy coastal wetlands Mulberry Island, LA Little River, SC ICW ICW Palm Valley, Florida Wilmington, NC ICW ICW Cordgrass (Spartina alterniflora) Eastern oyster (Crassostrea virginica) -
National Coastal Resilience 2019 Grant Slate - Updated October 2020
National Coastal Resilience 2019 Grant Slate - updated October 2020 NFWF CONTACTS Erika Feller Director, Marine and Coastal Conservation [email protected] 202-595-3911 Kaity Goldsmith Manager, Marine Conservation National Coastal Resilience Fund [email protected] 202-595-2494 PARTNERS Brown pelican ABOUT NFWF The National Fish and Wildlife OVERVIEW Foundation (NFWF) protects and On Nov. 18, 2019, the National Fish and Wildlife Foundation (NFWF), NOAA, Shell and restores our nation’s fish and wild- TransRe announced the 2019 grants from the National Coastal Resilience Fund. life and their habitats. Created by Forty-four new grants totaling $29,806,904 were awarded. The 44 awards announced Congress in 1984, NFWF directs generated $59,668,874 in match from the grantees, providing a total conservation impact public conservation dollars to of $89,475,778. the most pressing environmental needs and matches those invest- The National Coastal Resilience Fund restores, increases and strengthens natural ments with private funds. Learn more at www.nfwf.org wildlife. Established in 2018, the National Coastal Resilience Fund invests in conservation projectsinfrastructure that restore to protect or expand coastal natural communities features while such also as coastal enhancing marshes habitats and forwetlands, fish and NATIONAL HEADQUARTERS 1133 15th Street NW and barrier islands that minimize the impacts of storms and other naturally occurring Suite 1000 eventsdune and on beachnearby systems, communities. oyster and coral reefs, forests, coastal rivers and floodplains, Washington, DC 20005 202-857-0166 (continued) National Coastal Resilience 2019 Grant Slate Identifying Priority Restoration Sites for Resilience in Point Hope, Alaska Grantee: City of Point Hope Grant Amount: ...................................$215,137 Matching Funds: .................................$216,076 Total Amount . -
Shoreline Stabilisation
Section 5 SHORELINE STABILISATION 5.1 Overview of Options Options for handling beach erosion along the western segment of Shelley Beach include: • Do Nothing – which implies letting nature take its course; • Beach Nourishment – place or pump sand on the beach to restore a beach; • Wave Dissipating Seawall – construct a wave dissipating seawall in front of or in lieu of the vertical wall so that wave energy is absorbed and complete protection is provided to the boatsheds and bathing boxes behind the wall for a 50 year planning period; • Groyne – construct a groyne, somewhere to the east of Campbells Road to prevent sand from the western part of Shelley Beach being lost to the eastern part of Shelley Beach; • Offshore Breakwater – construct a breakwater parallel to the shoreline and seaward of the existing jetties to dissipate wave energy before it reaches the beach; and • Combinations of the above. 5.2 Do Nothing There is no reason to believe that the erosion process that has occurred over at least the last 50 years, at the western end of Shelley Beach, will diminish. If the water depth over the nearshore bank has deepened, as it appears visually from aerial photographs, the wave heights and erosive forces may in fact increase. Therefore “Do Nothing” implies that erosion will continue, more structures will be threatened and ultimately damaged, and the timber vertical wall become undermined and fail, exposing the structures behind the wall to wave forces. The cliffs behind the wall will be subjected to wave forces and will be undermined if they are not founded on solid rock. -
Living Shorelines: a Review of Literature Relevant to New England Coasts Jennifer E.D
Journal of Coastal Research 00 0 000–000 Coconut Creek, Florida Month 0000 REVIEW ARTICLES www:cerf-jcr:org Living Shorelines: A Review of Literature Relevant to New England Coasts Jennifer E.D. O’Donnell Department of Marine Sciences University of Connecticut Groton, CT 06340, U.S.A. jennifer.o’[email protected] ABSTRACT O’Donnell, J.E.D., 0000. Living shorelines: A review of literature relevant to New England coasts. Journal of Coastal Research, 00(0), 000–000. Coconut Creek (Florida), ISSN 0749-0208. Over the last few decades, increasing awareness of the potential adverse impacts of traditional hardened coastal protection structures on coastal processes and nearshore habitats has prompted interest in the development of shoreline stabilization approaches that preserve intertidal habitats or at least minimize the destructive effects of traditional shoreline protection approaches. Although many terms are used to describe shoreline stabilization approaches that protect or enhance the natural shoreline habitat, these approaches are frequently referred to as living shorelines. A review of the literature on living shorelines is provided to determine which insights from locations where living shorelines have proved successful are applicable to the New England shorelines for mitigating shoreline erosion while maintaining coastal ecosystem services. The benefits of living shorelines in comparison with traditional hardened shoreline protection structures are discussed. Nonstructural and hybrid approaches (that is, approaches that include natural or manmade hard structures) to coastal protection are described, and the effectiveness of these approaches in response to waves, storms, and sea-level rise is evaluated. ADDITIONAL INDEX WORDS: Coastal protection, soft stabilization, natural and nature-based features. -
Functional Design of Coastal Structures
FUNCTIONALFUNCTIONAL DESIGNDESIGN OFOF David R. Basco, Ph.D, P.E. Director, The Coastal Engineering Center Old Dominion University,Norfolk, Virginia USA 23529 [email protected] DESIGNDESIGN OFOF COASTALCOASTAL STRUCTURESSTRUCTURES •• FunctionFunction ofof structurestructure •• StructuralStructural integrityintegrity •• PhysicalPhysical environmentenvironment •• ConstructionConstruction methodsmethods •• OperationOperation andand maintenancemaintenance OUTLINEOUTLINE •• PlanPlan formform layoutlayout - headland breakwaters - nearshore breakwaters - groin fields • WaveWave runuprunup andand overtopping*overtopping* - breakwaters and revetments (seawalls, beaches not covered here) •• WaveWave reflectionsreflections (materials(materials includedincluded inin notes)notes) * materials from ASCE, Coastal Engineering Short Course, CEM Preview, April 2001 SHORESHORE PARALLELPARALLEL BREAKWATERS:BREAKWATERS: HEADLANDHEADLAND TYPETYPE Design Rules, Hardaway et al. 1991 • Use sand fill to create tombolo for constriction from land • Set berm elevation so tombolo always present at high tide • Set Yg/Lg =• 1.65 for stable shaped beach • Set Ls/Lg = 1 • Always combine with new beach fill • See CEM 2001 V-3 for details KEYKEY VARIABLESVARIABLES FORFOR NEARSHORENEARSHORE BREAKWATERBREAKWATER DESIGNDESIGN Dally and Pope, 1986 Definitions: Y = breakwater distance from nourished shoreline Ls = length of breakwater Lg = gap distance d = water depth at breakwater (MWL) ds = water depth• at breakwater (MWL) •Tombolo formation: Ls/Y = 1.5 to 2 single = 1.5 system •Salient formation: Ls/ = 0.5 to 0.67 = 0.125 long systems (a) (b) Process Parameter Description 1. Bypassing Dg/Hb Depth at groin tip/breaking wave height 2. Permeability • Over-passing Zg (y) Groin elevation across profile, tidal range • Through-passing P(y) Grain permeability across shore • Shore-passing Zb/R Berm elevation/runup elevation 3. Longshore transport Qn/Qg Net rate/gross rate Property Comment 1. Wave angle and wave height Accepted. -
A Case Study of the Holly Beach Breakwater System Andrew Keane Woodroof Louisiana State University and Agricultural and Mechanical College, [email protected]
Louisiana State University LSU Digital Commons LSU Master's Theses Graduate School 2012 Determining the performance of breakwaters during high energy events: a case study of the Holly Beach breakwater system Andrew Keane Woodroof Louisiana State University and Agricultural and Mechanical College, [email protected] Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_theses Part of the Civil and Environmental Engineering Commons Recommended Citation Woodroof, Andrew Keane, "Determining the performance of breakwaters during high energy events: a case study of the Holly Beach breakwater system" (2012). LSU Master's Theses. 2184. https://digitalcommons.lsu.edu/gradschool_theses/2184 This Thesis is brought to you for free and open access by the Graduate School at LSU Digital Commons. It has been accepted for inclusion in LSU Master's Theses by an authorized graduate school editor of LSU Digital Commons. For more information, please contact [email protected]. DETERMINING THE PERFORMANCE OF BREAKWATERS DURING HIGH ENERGY EVENTS: A CASE STUDY OF THE HOLLY BEACH BREAKWATER SYSTEM A Thesis Submitted to the Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College In partial fulfillment of the Requirements for the degree of Master of Science in The Department of Civil and Environmental Engineering by Andrew K. Woodroof B.S., Louisiana State University, 2008 December 2012 ACKNOWLEDGEMENTS First and foremost, I would like to express my love and passion for the infinite beauty of south Louisiana. The vast expanse of wetlands, coastlines, and beaches in south Louisiana harbors people, industry, natural resources, recreation, and wildlife that is truly special. The intermingling of these components creates a multitude of unique cultures with such pride, passion, and zest for life that makes me thankful every day that I can enjoy the bounty of this region. -
Living Shorelines Brochure
Living Shorelines Benefit You By: Remember: • Reducing bank erosion and property loss to Living Shorelines you or your neighbor Any action on a single shoreline has the • Providing an attractive natural appearance potential to impact adjacent shorelines. An approach to shoreline • Creating recreational use areas management and erosion issues that Shoreline alterations • Improving marine habitat & spawning areas should be avoided is better for the environment and where they are not property owners • Allowing affordable construction costs really necessary. Offset (above) and straight gaps When erosion along • Improving water quality and clarity (below) maintain connections to a shoreline has the shoreline habitat and open water. potential to result in significant loss of property and upland improvement, then the consideration of shoreline erosion pro- tection activities may be appropriate. Preserving, creating or enhancing natural systems such as marshes, beaches and dunes is always the preferred approach Medium energy eroding marsh before (above) to shoreline erosion and after living shoreline treatment (below). protection. “Preserving one shoreline at a time” our coasts Photos of Hermitage Site by Walt Priest Project funded by the Virginia Coastal Zone Management Program of the Department of Environmental Quality through Grant #NA07NOS4190178 Task #94.02 of the National Oceanic and Atmospheric Administration For more information: www.vims.edu/ccrm/ outreach/living_shorelines Visit our Website: Center for Coastal Resources Management vims.edu/ Virginia Institute of Marine Science Have a question about www. ccrm/outreach/ P.O. Box 1346 your living shoreline? living_shorelines Gloucester Pt., VA 23061-1346 Email: [email protected] 804-684-7380 Living Shorelines Overview Concern Services Design Site Specs Virginia has nearly 5,000 Living shorelines provide Several design options Several site characteristics miles of shoreline, marsh- valuable ecological servic- (see below) exist for living can be used to evaluate es, beaches, and tidal mud- es.