Nearshore Processes
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Coastal Processes and Causes of Shoreline Erosion and Accretion Causes of Shoreline Erosion and Accretion
Coastal Processes and Causes of Shoreline Erosion and Accretion and Accretion Erosion Causes of Shoreline Heather Weitzner, Great Lakes Coastal Processes and Hazards Specialist Photo by Brittney Rogers, New York Sea Grant York Photo by Brittney Rogers, New New York Sea Grant Waves breaking on the eastern Lake Ontario shore. Wayne County Cooperative Extension A shoreline is a dynamic environment that evolves under the effects of both natural 1581 Route 88 North and human influences. Many areas along New York’s shorelines are naturally subject Newark, NY 14513-9739 315.331.8415 to erosion. Although human actions can impact the erosion process, natural coastal processes, such as wind, waves or ice movement are constantly eroding and/or building www.nyseagrant.org up the shoreline. This constant change may seem alarming, but erosion and accretion (build up of sediment) are natural phenomena experienced by the shoreline in a sort of give and take relationship. This relationship is of particular interest due to its impact on human uses and development of the shore. This fact sheet aims to introduce these processes and causes of erosion and accretion that affect New York’s shorelines. Waves New York’s Sea Grant Extension Program Wind-driven waves are a primary source of coastal erosion along the Great provides Equal Program and Lakes shorelines. Factors affecting wave height, period and length include: Equal Employment Opportunities in 1. Fetch: the distance the wind blows over open water association with Cornell Cooperative 2. Length of time the wind blows Extension, U.S. Department 3. Speed of the wind of Agriculture and 4. -
Continental Shelf the Last Maritime Zone
Continental Shelf The Last Maritime Zone The Last Maritime Zone Published by UNEP/GRID-Arendal Copyright © 2009, UNEP/GRID-Arendal ISBN: 978-82-7701-059-5 Printed by Birkeland Trykkeri AS, Norway Disclaimer Any views expressed in this book are those of the authors and do not necessarily reflect the views or policies of UNEP/GRID-Arendal or contributory organizations. The designations employed and the presentation of material in this book do not imply the expression of any opinion on the part of the organizations concerning the legal status of any country, territory, city or area of its authority, or deline- ation of its frontiers and boundaries, nor do they imply the validity of submissions. All information in this publication is derived from official material that is posted on the website of the UN Division of Ocean Affairs and the Law of the Sea (DOALOS), which acts as the Secretariat to the Com- mission on the Limits of the Continental Shelf (CLCS): www.un.org/ Depts/los/clcs_new/clcs_home.htm. UNEP/GRID-Arendal is an official UNEP centre located in Southern Norway. GRID-Arendal’s mission is to provide environmental informa- tion, communications and capacity building services for information management and assessment. The centre’s core focus is to facili- tate the free access and exchange of information to support decision making to secure a sustainable future. www.grida.no. Continental Shelf The Last Maritime Zone Continental Shelf The Last Maritime Zone Authors and contributors Tina Schoolmeester and Elaine Baker (Editors) Joan Fabres Øystein Halvorsen Øivind Lønne Jean-Nicolas Poussart Riccardo Pravettoni (Cartography) Morten Sørensen Kristina Thygesen Cover illustration Alex Mathers Language editor Harry Forster (Interrelate Grenoble) Special thanks to Yannick Beaudoin Janet Fernandez Skaalvik Lars Kullerud Harald Sund (Geocap AS) Continental Shelf The Last Maritime Zone Foreword During the past decade, many coastal States have been engaged in peacefully establish- ing the limits of their maritime jurisdiction. -
Coastal and Marine Ecological Classification Standard (2012)
FGDC-STD-018-2012 Coastal and Marine Ecological Classification Standard Marine and Coastal Spatial Data Subcommittee Federal Geographic Data Committee June, 2012 Federal Geographic Data Committee FGDC-STD-018-2012 Coastal and Marine Ecological Classification Standard, June 2012 ______________________________________________________________________________________ CONTENTS PAGE 1. Introduction ..................................................................................................................... 1 1.1 Objectives ................................................................................................................ 1 1.2 Need ......................................................................................................................... 2 1.3 Scope ........................................................................................................................ 2 1.4 Application ............................................................................................................... 3 1.5 Relationship to Previous FGDC Standards .............................................................. 4 1.6 Development Procedures ......................................................................................... 5 1.7 Guiding Principles ................................................................................................... 7 1.7.1 Build a Scientifically Sound Ecological Classification .................................... 7 1.7.2 Meet the Needs of a Wide Range of Users ...................................................... -
Hydrogeology of Near-Shore Submarine Groundwater Discharge
Hydrogeology and Geochemistry of Near-shore Submarine Groundwater Discharge at Flamengo Bay, Ubatuba, Brazil June A. Oberdorfer (San Jose State University) Matthew Charette, Matthew Allen (Woods Hole Oceanographic Institution) Jonathan B. Martin (University of Florida) and Jaye E. Cable (Louisiana State University) Abstract: Near-shore discharge of fresh groundwater from the fractured granitic rock is strongly controlled by the local geology. Freshwater flows primarily through a zone of weathered granite to a distance of 24 m offshore. In the nearshore environment this weathered granite is covered by about 0.5 m of well-sorted, coarse sands with sea water salinity, with an abrupt transition to much lower salinity once the weathered granite is penetrated. Further offshore, low-permeability marine sediments contained saline porewater, marking the limit of offshore migration of freshwater. Freshwater flux rates based on tidal signal and hydraulic gradient analysis indicate a fresh submarine groundwater discharge of 0.17 to 1.6 m3/d per m of shoreline. Dissolved inorganic nitrogen and silicate were elevated in the porewater relative to seawater, and appeared to be a net source of nutrients to the overlying water column. The major ion concentrations suggest that the freshwater within the aquifer has a short residence time. Major element concentrations do not reflect alteration of the granitic rocks, possibly because the alteration occurred prior to development of the current discharge zones, or from elevated water/rock ratios. Introduction While there has been a growing interest over the last two decades in quantifying the discharge of groundwater to the coastal zone, the majority of studies have been carried out in aquifers consisting of unlithified sediments or in karst environments. -
A Near-Shore Linear Wave Model with the Mixed Finite Volume and Finite Difference Unstructured Mesh Method
fluids Article A Near-Shore Linear Wave Model with the Mixed Finite Volume and Finite Difference Unstructured Mesh Method Yong G. Lai 1,* and Han Sang Kim 2 1 Technical Service Center, U.S. Bureau of Reclamation, Denver, CO 80225, USA 2 Bay-Delta Office, California Department of Water Resources, Sacramento, CA 95814, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-303-445-2560 Received: 5 October 2020; Accepted: 1 November 2020; Published: 5 November 2020 Abstract: The near-shore and estuary environment is characterized by complex natural processes. A prominent feature is the wind-generated waves, which transfer energy and lead to various phenomena not observed where the hydrodynamics is dictated only by currents. Over the past several decades, numerical models have been developed to predict the wave and current state and their interactions. Most models, however, have relied on the two-model approach in which the wave model is developed independently of the current model and the two are coupled together through a separate steering module. In this study, a new wave model is developed and embedded in an existing two-dimensional (2D) depth-integrated current model, SRH-2D. The work leads to a new wave–current model based on the one-model approach. The physical processes of the new wave model are based on the latest third-generation formulation in which the spectral wave action balance equation is solved so that the spectrum shape is not pre-imposed and the non-linear effects are not parameterized. New contributions of the present study lie primarily in the numerical method adopted, which include: (a) a new operator-splitting method that allows an implicit solution of the wave action equation in the geographical space; (b) mixed finite volume and finite difference method; (c) unstructured polygonal mesh in the geographical space; and (d) a single mesh for both the wave and current models that paves the way for the use of the one-model approach. -
Aerial Rapid Assessment of Hurricane Damages to Northern Gulf Coastal Habitats
8786 ReportScience Title and the Storms: the USGS Response to the Hurricanes of 2005 Chapter Five: Landscape5 Changes The hurricanes of 2005 greatly changed the landscape of the Gulf Coast. The following articles document the initial damage assessment from coastal Alabama to Texas; the change of 217 mi2 of coastal Louisiana to water after Katrina and Rita; estuarine damage to barrier islands of the central Gulf Coast, especially Dauphin Island, Ala., and the Chandeleur Islands, La.; erosion of beaches of western Louisiana after Rita; and the damages and loss of floodplain forest of the Pearl River Basin. Aerial Rapid Assessment of Hurricane Damages to Northern Gulf Coastal Habitats By Thomas C. Michot, Christopher J. Wells, and Paul C. Chadwick Hurricane Katrina made landfall in southeast Louisiana on August 29, 2005, and Hurricane Rita made landfall in southwest Louisiana on September 24, 2005. Scientists from the U.S. Geological Survey (USGS) flew aerial surveys to assess damages to natural resources and to lands owned and managed by the U.S. Department of the Interior and other agencies. Flights were made on eight dates from August Introduction 27 through October 4, including one pre-Katrina, three post-Katrina, The USGS National Wetlands and four post-Rita surveys. The Research Center (NWRC) has a geographic area surveyed history of conducting aerial rapid- extended from Galveston, response surveys to assess Tex., to Gulf Shores, hurricane damages along the Ala., and from the Gulf coastal areas of the Gulf of of Mexico shoreline Mexico and Caribbean inland 5–75 mi Sea. Posthurricane (8–121 km). -
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. -
Baja California Sur, Mexico)
Journal of Marine Science and Engineering Article Geomorphology of a Holocene Hurricane Deposit Eroded from Rhyolite Sea Cliffs on Ensenada Almeja (Baja California Sur, Mexico) Markes E. Johnson 1,* , Rigoberto Guardado-France 2, Erlend M. Johnson 3 and Jorge Ledesma-Vázquez 2 1 Geosciences Department, Williams College, Williamstown, MA 01267, USA 2 Facultad de Ciencias Marinas, Universidad Autónoma de Baja California, Ensenada 22800, Baja California, Mexico; [email protected] (R.G.-F.); [email protected] (J.L.-V.) 3 Anthropology Department, Tulane University, New Orleans, LA 70018, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-413-597-2329 Received: 22 May 2019; Accepted: 20 June 2019; Published: 22 June 2019 Abstract: This work advances research on the role of hurricanes in degrading the rocky coastline within Mexico’s Gulf of California, most commonly formed by widespread igneous rocks. Under evaluation is a distinct coastal boulder bed (CBB) derived from banded rhyolite with boulders arrayed in a partial-ring configuration against one side of the headland on Ensenada Almeja (Clam Bay) north of Loreto. Preconditions related to the thickness of rhyolite flows and vertical fissures that intersect the flows at right angles along with the specific gravity of banded rhyolite delimit the size, shape and weight of boulders in the Almeja CBB. Mathematical formulae are applied to calculate the wave height generated by storm surge impacting the headland. The average weight of the 25 largest boulders from a transect nearest the bedrock source amounts to 1200 kg but only 30% of the sample is estimated to exceed a full metric ton in weight. -
Summer: Environmental Pedology
A SOIL AND VOLUME 13 WATER SCIENCE NUMBER 2 DEPARTMENT PUBLICATION Myakka SUMMER 2013 Environmental Pedology: Science and Applications contents Pedological Overview of Florida 2 Soils Pedological Research and 3 Environmental Applications Histosols – Organic Soils of Florida 3 Spodosols - Dominant Soil Order of 4 Florida Hydric Soils 5 Pedometrics – Quantitative 6 Environmental Soil Sciences Soils in the Earth’s Critical Zone 7 Subaqueous Soils abd Coastal 7 Ecosystems Faculty, Staff, and Students 8 From the Chair... Pedology is the study of soils as they occur on the landscape. A central goal of pedological research is improve holistic understanding of soils as real systems within agronomic, ecological and environmental contexts. Attaining such understanding requires integrating all aspects of soil science. Soil genesis, classification, and survey are traditional pedological topics. These topics require astute field assessment of soil http://soils.ifas.ufl.edu morphology and composition. However, remote sensing technology, digitally-linked geographic data, and powerful computer-driven geographic information systems (GIS) have been exploited in recent years to extend pedological applications beyond EDITORS: traditional field-based reconnaissance. These tools have led to landscape modeling and development of digital soil mapping techniques. Susan Curry [email protected] Florida State soil is “Myakka” fine sand, a flatwood soil, classified as Spodosols. Myakka is pronounced ‘My-yak-ah’ - a Native American word for Big Waters. Reflecting Dr. Vimala Nair our department’s mission, we named our newsletter as “Myakka”. For details about [email protected] Myakka fine sand see: http://soils.ifas.ufl.edu/docs/pdf/Myakka-Fl-State-Soil.pdf Michael Sisk [email protected] This newsletter highlights Florida pedological activities of the Soil and Water Science Department (SWSD) and USDA Natural Resources Conservation Service (NRCS). -
I. Wind-Driven Coastal Dynamics II. Estuarine Processes
I. Wind-driven Coastal Dynamics Emily Shroyer, Oregon State University II. Estuarine Processes Andrew Lucas, Scripps Institution of Oceanography Variability in the Ocean Sea Surface Temperature from NASA’s Aqua Satellite (AMSR-E) 10000 km 100 km 1000 km 100 km www.visibleearth.nasa.Gov Variability in the Ocean Sea Surface Temperature (MODIS) <10 km 50 km 500 km Variability in the Ocean Sea Surface Temperature (Field Infrared Imagery) 150 m 150 m ~30 m Relevant spatial scales range many orders of magnitude from ~10000 km to submeter and smaller Plant DischarGe, Ocean ImaginG LanGmuir and Internal Waves, NRL > 1000 yrs ©Dudley Chelton < 1 sec < 1 mm > 10000 km What does a physical oceanographer want to know in order to understand ocean processes? From Merriam-Webster Fluid (noun) : a substance (as a liquid or gas) tending to flow or conform to the outline of its container need to describe both the mass and volume when dealing with fluids Enterà density (ρ) = mass per unit volume = M/V Salinity, Temperature, & Pressure Surface Salinity: Precipitation & Evaporation JPL/NASA Where precipitation exceeds evaporation and river input is low, salinity is increased and vice versa. Note: coastal variations are not evident on this coarse scale map. Surface Temperature- Net warming at low latitudes and cooling at high latitudes. à Need Transport Sea Surface Temperature from NASA’s Aqua Satellite (AMSR-E) www.visibleearth.nasa.Gov Perpetual Ocean hWp://svs.Gsfc.nasa.Gov/cGi-bin/details.cGi?aid=3827 Es_manG the Circulaon and Climate of the Ocean- Dimitris Menemenlis What happens when the wind blows on Coastal Circulaon the surface of the ocean??? 1. -
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. -
Geologic Site of the Month: Tombolo Breach at Popham Beach State Park, Phippsburg, Maine
Tombolo Breach at Popham Beach State Park Maine Geological Survey Maine Geologic Facts and Localities March, 2008 Tombolo Breach at Popham Beach State Park Phippsburg, Maine 43o 44‘ 11.63“ N, 69o 47‘ 46.20“ W Text by Stephen M. Dickson Maine Geological Survey, Department of Agriculture, Conservation & Forestry 1 Tombolo Breach at Popham Beach State Park Maine Geological Survey Introduction Popham Beach State Park is one of the State’s most popular parks. It has a large natural dune system and a long stretch of natural beach composed of fine- to medium-grained sand. During the summer, the park is so popular that the parking lot can fill with cars by mid-morning. Views offshore from the park are scenic with several islands including Seguin Island with its high lighthouse. Aerial 2006 Photo, Aerial Northstar Maine Geological Survey Photo by David A. Hamel of of Hamel A. David by Photo Figure 1. A view of Popham Beach State Park in Phippsburg, Maine taken from an aircraft. The park is bound on the westerly side by the Morse River (not shown in the lower edge of the photo) and on the east by the arcuate Hunnewell Beach that is developed with homes. The Kennebec River forms the eastern limit of the beach and dune system. The Fox Islands are in the lower right corner and opposite the State Park parking lot. Maine Geological Survey, Department of Agriculture, Conservation & Forestry 2 Tombolo Breach at Popham Beach State Park Maine Geological Survey Popham Beach State Park A walk east along the beach from the State Park leads across the developed Hunnewell Beach to the mouth of the Kennebec River about a mile away (Figure 2).