Laurentian Great Lakes, Interaction of Coastal and Offshore Waters Introduction
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A Field Experiment on a Nourished Beach
CHAPTER 157 A Field Experiment on a Nourished Beach A.J. Fernandez* G. Gomez Pina * G. Cuena* J.L. Ramirez* Abstract The performance of a beach nourishment at" Playa de Castilla" (Huel- va, Spain) is evaluated by means of accurate beach profile surveys, vi- sual breaking wave information, buoy-measured wave data and sediment samples. The shoreline recession at the nourished beach due to "profile equilibration" and "spreading out" losses is discussed. The modified equi- librium profile curve proposed by Larson (1991) is shown to accurately describe the profiles with a grain size varying across-shore. The "spread- ing out" losses measured at " Playa de Castilla" are found to be less than predicted by spreading out formulations. The utilization of borrowed material substantially coarser than the native material is suggested as an explanation. 1 INTRODUCTION Fernandez et al. (1990) presented a case study of a sand bypass project at "Playa de Castilla" (Huelva, Spain) and the corresponding monitoring project, that was going to be undertaken. The Beach Nourishment Monitoring Project at the "Playa de Castilla" was begun over two years ago. The project is being *Direcci6n General de Costas. M.O.P.T, Madrid (Spain) 2043 2044 COASTAL ENGINEERING 1992 carried out to evaluate the performance of a beach fill and to establish effective strategies of coastal management and represents one of the most comprehensive monitoring projects that has been undertaken in Spain. This paper summa- rizes and discusses the data set for wave climate, beach profiles and sediment samples. 2 STUDY SITE & MONITORING PROGRAM Playa de Castilla, Fig. 1, is a sandy beach located on the South-West coast of Spain between the Guadiana and Gualdalquivir rivers. -
INTERTIDAL ZONATION Introduction to Oceanography Spring 2017 The
INTERTIDAL ZONATION Introduction to Oceanography Spring 2017 The Intertidal Zone is the narrow belt along the shoreline lying between the lowest and highest tide marks. The intertidal or littoral zone is subdivided broadly into four vertical zones based on the amount of time the zone is submerged. From highest to lowest, they are Supratidal or Spray Zone Upper Intertidal submergence time Middle Intertidal Littoral Zone influenced by tides Lower Intertidal Subtidal Sublittoral Zone permanently submerged The intertidal zone may also be subdivided on the basis of the vertical distribution of the species that dominate a particular zone. However, zone divisions should, in most cases, be regarded as approximate! No single system of subdivision gives perfectly consistent results everywhere. Please refer to the intertidal zonation scheme given in the attached table (last page). Zonal Distribution of organisms is controlled by PHYSICAL factors (which set the UPPER limit of each zone): 1) tidal range 2) wave exposure or the degree of sheltering from surf 3) type of substrate, e.g., sand, cobble, rock 4) relative time exposed to air (controls overheating, desiccation, and salinity changes). BIOLOGICAL factors (which set the LOWER limit of each zone): 1) predation 2) competition for space 3) adaptation to biological or physical factors of the environment Species dominance patterns change abruptly in response to physical and/or biological factors. For example, tide pools provide permanently submerged areas in higher tidal zones; overhangs provide shaded areas of lower temperature; protected crevices provide permanently moist areas. Such subhabitats within a zone can contain quite different organisms from those typical for the zone. -
Beach Nourishment: Massdep's Guide to Best Management Practices for Projects in Massachusetts
BBEACHEACH NNOURISHMEOURISHMENNTT MassDEP’sMassDEP’s GuideGuide toto BestBest ManagementManagement PracticesPractices forfor ProjectsProjects inin MassachusettsMassachusetts March 2007 acknowledgements LEAD AUTHORS: Rebecca Haney (Coastal Zone Management), Liz Kouloheras, (MassDEP), Vin Malkoski (Mass. Division of Marine Fisheries), Jim Mahala (MassDEP) and Yvonne Unger (MassDEP) CONTRIBUTORS: From MassDEP: Fred Civian, Jen D’Urso, Glenn Haas, Lealdon Langley, Hilary Schwarzenbach and Jim Sprague. From Coastal Zone Management: Bob Boeri, Mark Borrelli, David Janik, Julia Knisel and Wendolyn Quigley. Engineering consultants from Applied Coastal Research and Engineering Inc. also reviewed the document for technical accuracy. Lead Editor: David Noonan (MassDEP) Design and Layout: Sandra Rabb (MassDEP) Photography: Sandra Rabb (MassDEP) unless otherwise noted. Massachusetts Massachusetts Office Department of of Coastal Zone Environmental Protection Management 1 Winter Street 251 Causeway Street Boston, MA Boston, MA table of contents I. Glossary of Terms 1 II. Summary 3 II. Overview 6 • Purpose 6 • Beach Nourishment 6 • Specifications and Best Management Practices 7 • Permit Requirements and Timelines 8 III. Technical Attachments A. Beach Stability Determination 13 B. Receiving Beach Characterization 17 C. Source Material Characterization 21 D. Sample Problem: Beach and Borrow Site Sediment Analysis to Determine Stability of Nourishment Material for Shore Protection 22 E. Generic Beach Monitoring Plan 27 F. Sample Easement 29 G. References 31 GLOSSARY Accretion - the gradual addition of land by deposition of water-borne sediment. Beach Fill – also called “artificial nourishment”, “beach nourishment”, “replenishment”, and “restoration,” comprises the placement of sediment within the nearshore sediment transport system (see littoral zone). (paraphrased from Dean, 2002) Beach Profile – the cross-sectional shape of a beach plotted perpendicular to the shoreline. -
James T. Kirby, Jr
James T. Kirby, Jr. Edward C. Davis Professor of Civil Engineering Center for Applied Coastal Research Department of Civil and Environmental Engineering University of Delaware Newark, Delaware 19716 USA Phone: 1-(302) 831-2438 Fax: 1-(302) 831-1228 [email protected] http://www.udel.edu/kirby/ Updated September 12, 2020 Education • University of Delaware, Newark, Delaware. Ph.D., Applied Sciences (Civil Engineering), 1983 • Brown University, Providence, Rhode Island. Sc.B.(magna cum laude), Environmental Engineering, 1975. Sc.M., Engineering Mechanics, 1976. Professional Experience • Edward C. Davis Professor of Civil Engineering, Department of Civil and Environmental Engineering, University of Delaware, 2003-present. • Visiting Professor, Grupo de Dinamica´ de Flujos Ambientales, CEAMA, Universidad de Granada, 2010, 2012. • Professor of Civil and Environmental Engineering, Department of Civil and Environmental Engineering, University of Delaware, 1994-2002. Secondary appointment in College of Earth, Ocean and the Environ- ment, University of Delaware, 1994-present. • Associate Professor of Civil Engineering, Department of Civil Engineering, University of Delaware, 1989- 1994. Secondary appointment in College of Marine Studies, University of Delaware, as Associate Professor, 1989-1994. • Associate Professor, Coastal and Oceanographic Engineering Department, University of Florida, 1988. • Assistant Professor, Coastal and Oceanographic Engineering Department, University of Florida, 1984- 1988. • Assistant Professor, Marine Sciences Research Center, State University of New York at Stony Brook, 1983- 1984. • Graduate Research Assistant, Department of Civil Engineering, University of Delaware, 1979-1983. • Principle Research Engineer, Alden Research Laboratory, Worcester Polytechnic Institute, 1979. • Research Engineer, Alden Research Laboratory, Worcester Polytechnic Institute, 1977-1979. 1 Technical Societies • American Society of Civil Engineers (ASCE) – Waterway, Port, Coastal and Ocean Engineering Division. -
Observations of Shoaling Density Current Regime Changes in Internal Wave Interactions
JUNE 2020 S O L ODOCH ET AL. 1733 Observations of Shoaling Density Current Regime Changes in Internal Wave Interactions AVIV SOLODOCH,JEROEN M. MOLEMAKER, AND KAUSHIK SRINIVASAN Department of Atmospheric and Oceanic Sciences, University of California in Los Angeles, Los Angeles, California MARISTELLA BERTA Istituto di Scienze Marine, Consiglio Nazionale delle Ricerche, La Spezia, Italy LOUIS MARIE Institut Francais de Recherche pour l’Exploitation de la Mer, Plouzané, France ARJUN JAGANNATHAN Department of Atmospheric and Oceanic Sciences, University of California in Los Angeles, Los Angeles, California (Manuscript received 1 August 2019, in final form 16 April 2020) ABSTRACT We present in situ and remote observations of a Mississippi plume front in the Louisiana Bight. The plume propagated freely across the bight, rather than as a coastal current. The observed cross-front circulation pattern is typical of density currents, as are the small width (’100 m) of the plume front and the presence of surface frontal convergence. A comparison of observations with stratified density current theory is conducted. Additionally, subcritical to supercritical transitions of frontal propagation speed relative to internal gravity wave (IGW) speed are demonstrated to occur. That is in part due to IGW speed reduction with decrease in seabed depth during the frontal propagation toward the shore. Theoretical steady-state density current propagation speed is in good agreement with the observations in the critical and supercritical regimes but not in the inherently unsteady subcritical regime. The latter may be due to interaction of IGW with the front, an effect previously demonstrated only in laboratory and numerical experiments. In the critical regime, finite- amplitude IGWs form and remain locked to the front. -
USER MANUAL SWASH Version 7.01
SWASH USER MANUAL SWASH version 7.01 SWASH USER MANUAL by : TheSWASHteam mail address : Delft University of Technology Faculty of Civil Engineering and Geosciences Environmental Fluid Mechanics Section P.O. Box 5048 2600 GA Delft The Netherlands website : http://www.tudelft.nl/swash Copyright (c) 2010-2020 Delft University of Technology. Permission is granted to copy, distribute and/or modify this document under the terms of the GNU Free Documentation License, Version 1.2 or any later version published by the Free Software Foundation; with no Invariant Sections, no Front-Cover Texts, and no Back- Cover Texts. A copy of the license is available at http://www.gnu.org/licenses/fdl.html#TOC1. iv Contents 1 About this manual 1 2 Generaldescriptionandinstructionsforuse 3 2.1 Introduction................................... 3 2.2 Background,featuresandapplications . ...... 3 2.2.1 Objectiveandcontext ......................... 3 2.2.2 Abird’s-eyeviewofSWASH. 4 2.2.3 ModelfeaturesandvalidityofSWASH . 7 2.2.4 Relation to Boussinesq-type wave models . .... 8 2.2.5 Relation to circulation and coastal flow models. ...... 9 2.3 Internal scenarios, shortcomings and coding bugs . ......... 9 2.4 Unitsandcoordinatesystems . 10 2.5 Choiceofgridsandtimewindows . .. 11 2.5.1 Introduction............................... 11 2.5.2 Computationalgridandtimewindow . 12 2.5.3 Inputgrid(s)andtimewindow(s) . 13 2.5.4 Input grid(s) for transport of constituents . ...... 14 2.5.5 Outputgrids .............................. 15 2.6 Boundaryconditions .............................. 16 2.7 Timeanddatenotation ............................ 17 2.8 Troubleshooting................................. 17 3 Input and output files 19 3.1 General ..................................... 19 3.2 Input/outputfacilities . .. 19 3.3 Printfileanderrormessages . .. 20 4 Description of commands 21 4.1 Listofavailablecommands. -
Appendix 1 : Marine Habitat Types Definitions. Update Of
Appendix 1 Marine Habitat types definitions. Update of “Interpretation Manual of European Union Habitats” COASTAL AND HALOPHYTIC HABITATS Open sea and tidal areas 1110 Sandbanks which are slightly covered by sea water all the time PAL.CLASS.: 11.125, 11.22, 11.31 1. Definition: Sandbanks are elevated, elongated, rounded or irregular topographic features, permanently submerged and predominantly surrounded by deeper water. They consist mainly of sandy sediments, but larger grain sizes, including boulders and cobbles, or smaller grain sizes including mud may also be present on a sandbank. Banks where sandy sediments occur in a layer over hard substrata are classed as sandbanks if the associated biota are dependent on the sand rather than on the underlying hard substrata. “Slightly covered by sea water all the time” means that above a sandbank the water depth is seldom more than 20 m below chart datum. Sandbanks can, however, extend beneath 20 m below chart datum. It can, therefore, be appropriate to include in designations such areas where they are part of the feature and host its biological assemblages. 2. Characteristic animal and plant species 2.1. Vegetation: North Atlantic including North Sea: Zostera sp., free living species of the Corallinaceae family. On many sandbanks macrophytes do not occur. Central Atlantic Islands (Macaronesian Islands): Cymodocea nodosa and Zostera noltii. On many sandbanks free living species of Corallinaceae are conspicuous elements of biotic assemblages, with relevant role as feeding and nursery grounds for invertebrates and fish. On many sandbanks macrophytes do not occur. Baltic Sea: Zostera sp., Potamogeton spp., Ruppia spp., Tolypella nidifica, Zannichellia spp., carophytes. -
Coastal Landform Processes 29/03/2018 Do Now Copy Below: When Waves Lose Energy Material Is Deposited
Coastal Landform Processes 29/03/2018 Do Now Copy below: When waves lose energy material is deposited. This typical happens in sheltered areas such as bays, this explains why beaches are found here. Wave refraction is where the energy of the wave is reduced Aim ▪ To understand process acting on the coast that lead to landforms Wave energy converges on the headlands Wave energy is diverged Wave energy converges on the headlands Sediment moves and is deposited http://www.bbc.co.uk/education/cli ps/zsmb4wx Erosion Destructive waves will erode the coastline in four different ways: 1. Hydraulic Power Complete your 2. Corrasion erosion sheet 3. Attrition 4. Corrosion 5. Abrasion Longshore Drift • “Longshore drift is a process by which sediments such as sand or other materials are transported along a beach.” • The general direction of longshore drift around the coasts of the British Isles is controlled by the direction of the dominant wind. http://www.bbc.co.uk/learningzo ne/clips/the-coastline- longshore-drift-and- spits/3086.html Longshore Drift: A bird’s eye view Cliff Beach Sea Longshore Drift: A bird’s eye view Cliff Eroded material Beach from the cliffs is left on the beach Bob the pebble Sea Longshore Drift: A bird’s eye view Cliff Beach Waves The waves from the sea come onto the beach at an angle and pick Bob and other material up and move them up the beach. Sea Longshore Drift: A bird’s eye view Cliff Beach Swash This movement of the waves is called SWASH. The waves come in at an angle due to Sea wind direction Longshore Drift: A bird’s eye view Cliff Beach The waves then move back down the beach in a straight Swash direction due to gravity. -
Hydrodynamics and Morphodynamics in the Swash Zone: Hydralab Iii Large-Scale Experiments
UNIVERSITÀ DEGLI STUDI DI NAPOLI ―FEDERICO II‖ in consorzio con SECONDA UNIVERSITÀ DI NAPOLI UNIVERSITÀ ―PARTHENOPE‖ NAPOLI in convenzione con ISTITUTO PER L‘AMBIENTE MARINO COSTIERO – C.N.R. STAZIONE ZOOLOGICA ―ANTON DOHRN‖ Dottorato in Scienze ed Ingegneria del Mare XXIV ciclo Tesi di Dottorato HYDRODYNAMICS AND MORPHODYNAMICS IN THE SWASH ZONE: HYDRALAB III LARGE-SCALE EXPERIMENTS Relatore: Prof. Diego Vicinanza Co-relatore: Prof. Maurizio Brocchini Candidato: Ing. Pasquale Contestabile Il Coordinatore del Dottorato: Prof. Alberto Incoronato ANNO 2011 ABSTRACT The modelling of swash zone hydrodynamics and sediment transport and the resulting morphodynamics has been an area of very active research over the last decade. However, many details are still to be understood, whose knowledge will be greatly advanced by the collection of high quality data under controlled large-scale laboratory conditions. The advantage of using a large wave flume is that scale effects that affected previous laboratory experiments are minimized. In this work new large-scale laboratory data from two sets of experiments are presented. Physical model tests were performed in the large-scale wave flumes at the Grosser Wellen Kanal (GWK) in Hannover and at the Catalonia University of Technology (UPC) in Barcelona, within the Hydralab III program. The tests carried out at the GWK aimed at improving the knowledge of the hydrodynamic and morphodynamic behaviour of a beach containing a buried drainage system. Experiments were undertaken using a set of multiple drains, up to three working simultaneously, located within the beach and at variable distances from the shoreline. The experimental program was organized in series of tests with variable wave energy. -
3.2.6. Methods for Field Measurement and Remote Sensing of the Swash Zone
© Author(s) 2014. CC Attribution 4.0 License. ISSN 2047-0371 3.2.6. Methods for field measurement and remote sensing of the swash zone Sebastian J. Pitman1 1 Ocean and Earth Sciences, National Oceanography Centre, University of Southampton ([email protected]) ABSTRACT: Swash action is the dominant process responsible for the cross-shore exchange of sediment between the subaerial and subaqueous zones, with a significant part of the littoral drift also taking place as a result of swash motions. The swash zone is the area of the beach between the inner surfzone and backbeach that is intermittently submerged and exposed by the processes of wave uprush and backwash. Given the dominant role that swash plays in the morphological evolution of a beach, it is important to understand and quantify the main processes. The extent of swash (horizontally and vertically), current velocities and suspended sediment concentrations are all parameters of interest in the study of swash processes. In situ methods of measurements in this energetic zone were instrumental in developing early understanding of swash processes, however, the field has experienced a shift towards remote sensing methods. This article outlines the emergence of high precision technologies such as video imaging and LIDAR (light detection and ranging) for the study of swash processes. Furthermore, the applicability of these methods to large-scale datasets for quantitative analysis is demonstrated. KEYWORDS: run-up, morphodynamics, coastal imaging, video, LIDAR. Introduction al., 2004) and its dominant responses are largely well understood. It is the most The beachface is a highly spatially and energetic zone in terms of bed sediment temporally dynamic zone, predominantly due movement and is characterised by strong and to swash processes such as wave run up. -
Biological Oceanography - Legendre, Louis and Rassoulzadegan, Fereidoun
OCEANOGRAPHY – Vol.II - Biological Oceanography - Legendre, Louis and Rassoulzadegan, Fereidoun BIOLOGICAL OCEANOGRAPHY Legendre, Louis and Rassoulzadegan, Fereidoun Laboratoire d'Océanographie de Villefranche, France. Keywords: Algae, allochthonous nutrient, aphotic zone, autochthonous nutrient, Auxotrophs, bacteria, bacterioplankton, benthos, carbon dioxide, carnivory, chelator, chemoautotrophs, ciliates, coastal eutrophication, coccolithophores, convection, crustaceans, cyanobacteria, detritus, diatoms, dinoflagellates, disphotic zone, dissolved organic carbon (DOC), dissolved organic matter (DOM), ecosystem, eukaryotes, euphotic zone, eutrophic, excretion, exoenzymes, exudation, fecal pellet, femtoplankton, fish, fish lavae, flagellates, food web, foraminifers, fungi, harmful algal blooms (HABs), herbivorous food web, herbivory, heterotrophs, holoplankton, ichthyoplankton, irradiance, labile, large planktonic microphages, lysis, macroplankton, marine snow, megaplankton, meroplankton, mesoplankton, metazoan, metazooplankton, microbial food web, microbial loop, microheterotrophs, microplankton, mixotrophs, mollusks, multivorous food web, mutualism, mycoplankton, nanoplankton, nekton, net community production (NCP), neuston, new production, nutrient limitation, nutrient (macro-, micro-, inorganic, organic), oligotrophic, omnivory, osmotrophs, particulate organic carbon (POC), particulate organic matter (POM), pelagic, phagocytosis, phagotrophs, photoautotorphs, photosynthesis, phytoplankton, phytoplankton bloom, picoplankton, plankton, -
FAU Institutional Repository
FAU Institutional Repository http://purl.fcla.edu/fau/fauir This paper was submitted by the faculty of FAU’s Harbor Branch Oceanographic Institute Notice: ©2002 Elsevier Science Ltd. This is the author’s version of a work accepted for publication by Elsevier. Changes resulting from the publishing process, including peer review, editing, corrections, structural formatting and other quality control mechanisms, may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. The definitive version has been published at http://www.elsevier.com/locate/csr and may be cited as Lee, Thomas N., Ned Smith (2002) Volume transport variability through the Florida Keys tidal Channels, Continental Shelf Research 22(9):1361–1377 doi:10.1016/S0278‐4343(02)00003‐1 Continental Shelf Research 22 (2002) 1361–1377 Volume transport variability through the Florida Keys tidal channels Thomas N. Leea,*, Ned Smithb a Rosenstiel School of Marine and Atmospheric Science, University of Miami, 4600 Rickenbacker Causeway, Miami, FL 33149, USA b Harbor Branch Oceanographic Institution, 5600 US Highway 1, North, Ft. Pierce, FL 34946, USA Received 28 February 2001; received in revised form 13 July 2001; accepted 18 September 2001 Abstract Shipboard measurements of volume transports through the passages of the middle Florida Keys are used together with time series of moored transports, cross-Key sea level slopes and local wind records to investigate the mechanisms controllingtransport variability. Predicted tidal transport amplitudes rangedfrom 76000 m3/s in LongKey Channel to 71500 m3/s in Channel 2. Subtidal transport variations are primarily due to local wind driven cross-Key sea level slopes.