Weighing Your Options, How to Protect Your Property From
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1 the Outer Banks Brogue Overview North Carolina's Outer Banks Is
The Outer Banks Brogue “We’re losing our heritage basically. I mean…we’re going from a fishing community to more like a tourism community…And you don’t realize it, but you slowly adapt to a new way of life. And it ain’t nothing negative, but it ain’t nothing positive.” –Bubby Boos, resident of Ocracoke Island Overview North Carolina’s Outer Banks is one of the most geographically, historically, and culturally distinct areas in the state and along the entire Atlantic Seaboard. In this lesson, students will explore one of the more distinctive aspects that makes the North Carolina coastal area so culturally rich – its dialect. For several centuries, the small villages dotting the barrier islands of North Carolina and the adjacent coastal mainland harbored one of the most distinctive varieties of English in the United States, the so-called “Outer Banks Brogue.” Through reading, discussion, and interaction with audio and visual clips, students will not only have the chance to hear the Brogue, but also begin to think about how the history and geography of North Carolina resulted in such diverse language qualities. Students will culminate their exploration by experimenting with a long-time Outer Banks tradition – storytelling – in which they practice integrating some of the unique words and pronunciations of the region. Grade 8 NC Essential Standards • 8.H.3.2 - Explain how changes brought about by technology and other innovations affected individuals and groups in North Carolina and the United States. • 8.H.3.4 - Compare historical and contemporary issues to understand continuity and change in the development of North Carolina and the United States. -
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. -
Armoring the Coast: the Effects of Bulkheads on Salt Marsh Habitats
Armoring the Coast: The Effects of Bulkheads on Salt Marsh Habitats Presented by the Carolina Environmental Program Morehead City Field Site Students: Joseph Hester, Alison Kitto, Elizabeth Newland, Erika Poarch, Ashley Smyth and Zachary Williams Under the direction of Institute of Marine Sciences faculty members: Rachel T. Noble Michael F. Piehler Charles “Pete” Peterson Capstone Project: Carolina Environmental Program, Morehead City Field Site University of North Carolina at Chapel Hill Fall 2006 Acknowledgements This project was successful due to the combined efforts of many people. We would like to thank Rachel Noble for her words of wisdom and encouragement through the tough spots. Without Mike Piehler, this project would not have been successful. Mike was always available to answer questions and provide guidance. We thank Charles “Pete” Peterson, for just being Pete. Thanks to Reagan Converse for help in organizing this project and sorting through aerial photographs. Denene Blackwood is deserving of an extra special recognition. Her help in the field, on the boat, in the lab, and with questions was the reason this project was successful. Thanks to Suzanne Thompson for help with laboratory analysis. We would also like to thank everyone at UNC-IMS for their support and help throughout the semester. ii Abstract Shoreline hardening structures, such as bulkheads, are becoming an increasingly popular method of mitigating shoreline erosion. However, few studies have examined the ecological impacts of such structures. Salt marshes are highly productive ecosystems that act as a medium of exchange between marine and terrestrial environments. Bulkheads are thought to disrupt the natural processes associated with salt marshes. -
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. -
Bibliography of North Carolina Underwater Archaeology
i BIBLIOGRAPHY OF NORTH CAROLINA UNDERWATER ARCHAEOLOGY Compiled by Barbara Lynn Brooks, Ann M. Merriman, Madeline P. Spencer, and Mark Wilde-Ramsing Underwater Archaeology Branch North Carolina Division of Archives and History April 2009 ii FOREWARD In the forty-five years since the salvage of the Modern Greece, an event that marks the beginning of underwater archaeology in North Carolina, there has been a steady growth in efforts to document the state’s maritime history through underwater research. Nearly two dozen professionals and technicians are now employed at the North Carolina Underwater Archaeology Branch (N.C. UAB), the North Carolina Maritime Museum (NCMM), the Wilmington District U.S. Army Corps of Engineers (COE), and East Carolina University’s (ECU) Program in Maritime Studies. Several North Carolina companies are currently involved in conducting underwater archaeological surveys, site assessments, and excavations for environmental review purposes and a number of individuals and groups are conducting ship search and recovery operations under the UAB permit system. The results of these activities can be found in the pages that follow. They contain report references for all projects involving the location and documentation of physical remains pertaining to cultural activities within North Carolina waters. Each reference is organized by the location within which the reported investigation took place. The Bibliography is divided into two geographical sections: Region and Body of Water. The Region section encompasses studies that are non-specific and cover broad areas or areas lying outside the state's three-mile limit, for example Cape Hatteras Area. The Body of Water section contains references organized by defined geographic areas. -
2021 Lost Fishing Gear Recovery Project: Call for Working Water Assistance
2021 Lost Fishing Gear Recovery Project: Call for Working Water Assistance Applications Accepted Until December 15, 2020 The North Carolina Coastal Federation is currently accepting applications for “on-water” cleanup assistance relating to its annual Lost Fishing Gear Recovery Project. This project is open to commercial watermen and women in North Carolina. This project is funded by the N.C. Marine Fisheries Commission Commercial Resource Fund Committee and the Funding Committee for the N.C. Commercial Resource Fund under the Commercial Fishing Resource Fund Grant Program and is intended to improve habitat, water quality and support coastal economies. Eligible participants are selected for involvement in this program to help the federation and N.C. Marine Patrol remove lost fishing gear from coastal waters during the “no-potting” period. In January 2019, commercial watermen and women in partnership with Marine Patrol officers removed 3,112 pots from select areas in Districts 1, 2, and 3. The 2021 project will take place in select areas within all three Marine Patrol Districts statewide, during the closed seasons: o Jan. 1-31 north of the Highway 58 bridge to Emerald Isle o March 1-15 south of the Highway 58 bridge Compensation is $450 per boat per day. A captain and mate are required for each boat. Captain refers to the individual who is in charge of and provides the vessel. (A merchant mariner credential is not required for this project.) To be considered, captains must have a valid North Carolina standard commercial fishing license (SCFL). A copy of the license must be submitted with this application. -
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. -
Foundation Document Cape Lookout National Seashore North Carolina October 2012 Foundation Document
NATIONAL PARK SERVICE • U.S. DEPARTMENT OF THE INTERIOR Foundation Document Cape Lookout National Seashore North Carolina October 2012 Foundation Document To Nags Head OCRACOKE Natural areas within Water depths 12 Cape Lookout NS Ocracoke D Lighthouse N y Maritime forest 0-6 feet Ranger station Drinking water r A r L e S (0-2 meters) I F r Picnic area Parking e Cape Hatteras Beach and More than 6 feet g Permit required n (more than 2meters) e National grassland s Picnic shelter Showers s HYDE COUNTY a Seashore P Marshland CARTERET COUNTY E Restrooms Sanitary disposal station Beacon I K O C A North Rock R Tidal flat Toll ferry Lodging Gas station C Shell Castle O Life-Saving Service Station (Historic) PORTSMOUTH VILLAGE (Historic) Casey Ocracoke Open seasonally Island Inlet Babb-Dixon Cemetery There are no roads within Some land within the park National Ocean Survey Methodist Church the national seashore; a remains private property; charts are indispensable Community Cemetery 4-wheel-drive vehicle is please respect the owner's for safe navigation in Schoolhouse highly recommended for rights. these waters. driving on the beach. Sheep Island Tidal flats may flood quickly at high tide— depending upon winds North 0 5 Kilometers and seasons. ) y r y r r e 0 5 Miles F r e e PORTSMOUTH FLATS F t a t e S l c a i n i h l e o r V a C h t r o N ( PAMLICO SOUND PAMLICO COUNTY Mullet Shoal CARTERET COUNTY Pilontary Islands Wainwright I Shell Island Harbor Island Chain Shot Island Cricket Hog Island Island Cedar Island y r Point of Grass a d C n eda -
Extent of Submerged Aquatic Vegetation Metric Report High-Salinity Estuarine Waters
EXTENT OF SUBMERGED AQUATIC VEGETATION METRIC REPORT HIGH-SALINITY ESTUARINE WATERS Extent of Submerged Aquatic Vegetation High-Salinity Estuarine Waters Metric Report Don Field 1, Jud Kenworthy 1, Dean Carpenter 2 INTRODUCTION Why Is the Extent of Submerged Aquatic Vegetation Important Within the Albemarle-Pamlico Estuarine System? Underwater vascular plants are key components of aquatic ecosystems. They play multiple roles in keeping Albemarle-Pamlico Estuarine System (APES) waters healthy by providing habitat, food, and shelter for aquatic life; absorbing and recycling nutrients and filtering sediment; and acting as a barometer of water quality (Thayer et al. 1984). More commonly called “submerged aquatic vegetation” (SAV), these plants enrich shallow aquatic environments around the world, providing sanctuaries for mollusks, crustaceans, and finfish as well as sustenance for waterfowl (Bergstrom et al. 2006). SAV includes marine, estuarine, and riverine vascular plants that are rooted in sediment (NCDEQ 2016) and is one of five types of aquatic plants in APES waters, the others being floating aquatic vegetation, emergent aquatic vegetation, micro- and macroalgae, and blue-greens (cyanobacteria) (Bergstrom et al. 2006). Because SAV are rooted in anaerobic sediments, they need to produce a large amount of oxygen to aerate the roots, and therefore have the highest light requirements of all aquatic plants (NCDEQ 2016). SAV can become stressed by eutrophication and other environmental conditions which impair water transparency and/or diminish the oxygen content of water and sediments. The plant’s response to these factors enables them to be sensitive bio-indicators of environmental health (Biber et al. 2004). While more than 500 species of SAV inhabit the world’s rivers, lakes, estuaries, and oceans (Bergstrom et al. -
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. -
North Carolina, Pp. 50-56
36086 Federal Register / Vol. 66, No. 132 / Tuesday, July 10, 2001 / Rules and Regulations Species Vertebrate popu- Historic range lation where endan- Status When listed Critical Special Common name Scientific name gered or threatened habitat rules ******* 3. Amend § 17.95(b) by adding critical elements within the designated Unit NC–4: Hatteras Inlet. 516 ha (1273 habitat for the piping plover boundaries are considered critical ac) in Dare and Hyde Counties (Charadrius melodus) in the same habitat. The majority of the unit is surrounded alphabetical order as this species occurs 3. Below, we describe each unit in by Cape Hatteras National Seashore, but in § 17.11(h), to read as follows: terms of its location, size, and is privately owned. This unit extends § 17.95 Critical habitat-fish and wildlife. ownership. These textual unit west from the end of Highway 12 on the * * * * * descriptions are the definitive source for western portion of Hatteras Island to (b) Birds. determining the critical habitat 1.25 km (0.78 mi) southwest of the ferry terminal at the end of Highway 12 on * * * * * boundaries. All distances and areas provided here are approximated. Ocracoke Island. It includes all lands Piping Plover (Charadrius melodus) General location maps by State are where constituent elements occur from MLLW on the Atlantic Ocean across to Wintering Habitat provided at the end of each State’s unit 1. The primary constituent elements MLLW on Pamlico Sound. All emergent descriptions and are provided for sandbars within Hatteras Inlet between essential for the conservation of general guidance purposes only, and not wintering piping plovers are those Hatteras Island and Ocracoke Island are as a definitive source for determining also included. -
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.