Internal Swash and Surf (Water Movements/Marine Sediments/Continental Shelf) K

Total Page:16

File Type:pdf, Size:1020Kb

Internal Swash and Surf (Water Movements/Marine Sediments/Continental Shelf) K Proc. Nat. Acad. Sci. USA Vol. 70, No. 8, pp. 2379-2380, August 1973 Internal Swash and Surf (water movements/marine sediments/continental shelf) K. 0. EMERY AND C. G. GUNNERSON Woods Hole Oceanographic Institution, Woods Hole, Massachusetts 02543; and Regional Office, International Joint Commission, Windsor, Ontario Contributed by K. 0. Emery, May 29, 1973 ABSTRACT 114 temperature sections, each containing about 13 km/hr over deep water and of less than 2 km/hr an average of 10 bathythermograms, show that internal across shelf depths. Plots show that the wave of the waves commonly become altered on crossing the shoaling length bottom of the continental shelf in Santa Monica Bay, internal waves ranged from 3 to 24 km and averaged 9 km. Calif. The alteration takes the form of internal swash (in The maximum amplitude of isotherms in each section ranged which the lower isotherms reach farther landward than from 5 to 40 m and averaged 14 m. Both the lengths and the would be expected from their depth above the outer shelf amplitudes have approximately log-normal distributions. or above deeper bottom) and of internal surf (that is, de- noted by temperature inversions, isolated boluses of colder The nearly symmetrical forms of most of the internal waves water at the bottom, and complex short wave-length varia- above the outer shelf were distorted in the inner shelf where tions of isotherms). pronounced shoaling of the bottom occurred. The depth at which this change in form of isotherms took place was mainly Evidence of internal swash and surf produced by internal between 25 and 50 m. Examination of the 114 thermal sec- waves crossing the continental shelf was found in the 1950s tions showed that the isotherms could be grouped into seven during studies of water characteristics needed for the evalua- main classes (Fig. 3). Classes 1 and 2 indicate no discernable tion of potential effects of sewage disposal at Santa Monica effect of the bottom slope on the internal waves, except that Bay, Calif. These studies were conducted at the Allan Han- class-2 waves were superimposed upon a general upward slope cock Foundation, University of Southern California, under of isotherms that probably was due to upwelling. Classes 3 the general direction of R. E. Stevenson (1) and at the Bureau and 4 reveal internal swash, whereby the shallow crests and of Sanitation, City of Los Angeles, under the direction of troughs preceded the deeper ones; and class 4 additionally Gunnerson (2). The data on internal waves and their effect shows definite run-up across the shoaling bottom. Classes 5, upon suspended sediment were considered important and use- 6, and 7 indicate the breaking of internal waves above the ful enough to justify further work perhaps as doctoral dis- slope. Evidence for class 5 is in the form of temperature in- sertations. Unfortunately, local student interest did not occur, versions comparable to the presence of the cylinder of air be- perhaps because of changes in the organizations. Accordingly, neath the curved wedge of water of a breaking surface wave. the writers have prepared this summary from data nearly 20 Class 6 shows an advanced position of a bolus of cold water as years old in the renewed hope that others may continue the though it had been driven shoreward by the collapse of the effort on different continental shelves of the world. internal surf. Class 7 has extreme short wave-length irregulari- MEASUREMENTS AND RESULTS ties in the isotherms, particularly near the bottom, considered as evidence of incomplete mixing after the passage of internal The best series of data on the internal waves, swash, and surf surf. This class grades into water made isothermal by repeated on the continental shelf during this study was obtained for 114 thermal sections across the shelf between Santa Monica and Redondo submarine canyons (Fig. 1). These measure- ments were made during a nearly 2-year period, August 1954 to May 1956. Most sections ranged from 10- to 15-km long usually between the shelf-break at about 90 m to the near- shore zone. They required 20-70 min, or an average of 45 min. Along each section were 5-20 bathythermograph lowerings, an average'of 10 per section, or a total of about 1150 lower- ings. Plots of isotherms with depth between the position of each bathythermograph recording along the sections revealed the presence of broad undulations in virtually every section (Fig. 2). These undulations are considered evidence of internal waves, as discussed by Summers and Emery (3) and LaFond (4). They have about the same apparent wave length whether the section was made in a seaward or a shoreward direction, indicating that the speed of the internal waves was slow com- pared with the 14-18 km/hr speed of the ship on which the FIG. 1. Santa Monica Bay, Calif. The 114 sections on which bathythermograms were made. Probably they are of tidal the investigation was based were nearly perpendicular to the shore period, like those described from the same region by Summers in the area between the two wide lines. The dashed line denotes and Emery that proceeded from west to east at a speed of the shelf-break at about 90-m depth. 2379 Downloaded by guest on October 2, 2021 2380 Geology: Emery and Gunnerson Proc. Nat. Acad. Sci. USA 70 (1978) DISTANCE IN KM V) w w x z a- w a FIG. 3. The seven classes into which thermal sections from Santa Monica Bay were grouped: 1. Internal waves with no effect by shoaling bottom: isotherms similar at different depths. 2. Internal waves with no effect by shoaling bottom: wave pattern superimposed on general temperature slope due to upwelling. 3. Internal swash: shallower'isotherms precede deeper ones; marked steepening of wave front. 4. Strong internal swash: definite wave run-up. 5. Internal surf: temperature inversion. 6. Internal surf: discrete bolus of cold water along the bottom. 7. Internal surf: FIG. 2. Examples of thermal sections across the continental extreme irregularity in wave form near the bottom. shelf and adjacent ocean floor off Santa Monica Bay. These sec- tions, made by bathythermograph lowerings during 1955-1956, il- On the basis of admittedly incomplete information, we be- lustrate classes 3, 4, 6, and 7 of internal swash and surf, as defined lieve that the swash and surf of internal waves may be a in the text. large factor in causing the bypassing of continental shelves by sediment that is contributed by streams and shore erosion, so mixing. In practice, classes 5, 6, and 7 are rarely pure and that this sediment does not remain on most shelves as bottom simple, but many sections contain evidence of two or even three of these classes. deposits. Conceivably, the internal surf leads in turn to in- ternal rip-currents that could have a direct function in Analysis of the 114 thermal sections indicate that 40% are transporting seaward the sediment that is put into suspension characterized by classes 1 or 2 (no effect of shoaling bottom), by the internal surf. 39% belong to classes 3 and 4 (internal swash up the bottom We hope that others who are interested in these problems slope), and 21% to classes 5, 6, or 7 (breaking internal waves- will participate in efforts to learn the effects and limits of the internal surf). No evidence of seasonal preference for one or sloping bottom of the nearshore zone on internal waves and another class could be detected, nor was there any evident the geological roles of internal swash and surf. control by size of the surface waves. Similar sections over the deep water of Redondo and Santa Monica canyons revealed We thank the Office of Naval Research, which supported this internal waves but no swash or surf, presumably because the summary under Contract N00014-66-C0241. This is Contribution no. 3123 of the Woods Hole Oceanographic Institution. bottom depths are too great to affect the isotherms in the overlying water. About a dozen other similar temperature 1. Stevenson, R. E. (1967) "Appendix to cruises for an oceano- cross-sections were made as far as 150 km west and 150 km graphic survey of Santa Monica Bay, California," Allan Hancock Foundation, Univ. Southern California, Los Angeles, southeast of Santa Monica Bay; some of them showed in- 388 pp. ternal swash and surf, but the number of examples was too 2. Bureau of Sanitation, City of Los Angeles (1954) "An ocean- small to justify a comparison of percentages with those in the ographic investigation of Santa Monica Bay, Aug. 25 to Sept. area of Fig. 1. 15, 1954;" (1955a) "Progress report no. 2, oceanographic in- vestigation of Santa Monica Bay;" (1955b) "Progress report SIGNIFICANCE no. 3, oceanographic investigation of Santa Monica Bay;" (1956) "Summary report, oceanographic investigation of Santa Internal swash and surf on the continental shelf may be Monica Bay." strong mixing agents in the nearshore zone, probably capable 3. Summers, H. J. & K. 0. Emery (1963) "Internal waves of tidal of rapidly dispersing pollutants that are introduced there. period off southern California," J. Geophys. Res. 68, 827- The run-up of cold water across the shoaling bottom also 839. 4. LaFond, E. C. (1961) "Internal wave motion and its geologi- changes the density structure in such a way as to tend to pro- cal significance," Mahadevan Volume: A Collection of Geolog- duce longshore geostrophic currents. More important from a ical Papers (Osmania Univ. Press, Hyderobad), pp. 61-77; sedimentologist's point of view is the probably very effective LaFond, E. C. (1962) "Internal waves," in The Sea, Ideas and turbulence caused by internal surf in resuspending bottom Observations on Progress in the Study of the Seas, ed.
Recommended publications
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • Under Pressure Coastal Stack & Stump: Sediment Are Thrown Against Weathering (Freeze- the Cliffs by Waves
    Tides: UP1 –Waves & Tides Constructive Waves: Longshore Drift: Transportation: • These are the rise and fall of the sea level, due • Traction: mainly to the pull of the moon • Strong swash and weak backwash that • Waves approach the beach at an angle due Large boulders and sediments • As the moon travels around the Earth, it push sand and pebbles up the beach to the prevailing wind direction are rolled along the sea bed. attracts the sea and pulls it upwards. The sun • Low waves with longer gaps between the • As the wave breaks, the swash carries They are too heavy to be helps too – but its much further away. So its crests (6-8 per min – low frequency) material up the beach at the same angle pull is not as strong. • Under 1m (oblique angle) as the prevailing wind picked up fully by the waves. • High tide occurs about every 12 and ½ hours, • Known as spilling waves as they ‘spill’ up • The backwash carries material back down with low tides in between. The difference the beach the beach at a right angle (90o) due to • Saltation: between the high and low tide is called the tidal • Gently sloping wave front gravity where small pieces of shingle range • Formed by storms often 100s KMs away • This means that material is moved along the or large sand grains are • Gentle beach beach in a zig zag route bounced along the sea bed. Waves: Destructive Waves: • Suspension: • Are formed by wind that blows over the sea, friction with the surface of water causes • Weak swash and strong backwash pulling small particles such as silts ripples to form and these develop into waves.
    [Show full text]
  • Turbulence in the Swash and Surf Zones: a Review
    Coastal Engineering 45 (2002) 129–147 www.elsevier.com/locate/coastaleng Turbulence in the swash and surf zones: a review Sandro Longo a,*, Marco Petti b,1, Inigo J. Losada c,2 aDepartment of Civil Engineering, University of Parma, Parco Area delle Scienze, 181/A, 43100 Parma, Italy bDipartimento di Georisorse e Territorio, Faculty of Engineering, University of Udine, Via del Cotonificio, 114, 33100 Udine, Italy cOcean and Coastal Research Group, Universidad de Cantabria, E.T.S.I.C.C. y P. Av. de los Castros s/n, 39005 Santander, Spain Abstract This paper reviews mainly conceptual models and experimental work, in the field and in the laboratory, dedicated during the last decades to studying turbulence of breaking waves and bores moving in very shallow water and in the swash zone. The phenomena associated with vorticity and turbulence structures measured are summarised, including the measurement techniques and the laboratory generation of breaking waves or of flow fields sharing several characteristics with breaking waves. The effect of air entrapment during breaking is discussed. The limits of the present knowledge, especially in modelling a two- or three-phase system, with air and sediment entrapped at high turbulence level, and perspectives of future research are discussed. D 2002 Elsevier Science B.V. All rights reserved. Keywords: Swash zone; Surf zone; Breaking waves; Turbulence; Length scales; Coastal hydrodynamics 1. Introduction short and long waves, currents, turbulence and vorti- ces may be present. Therefore, the hydrodynamics to The swash zone is defined as the part of the beach be found in the swash zone is largely determined by between the minimum and maximum water levels the boundary conditions imposed by the beach face during wave runup and rundown.
    [Show full text]
  • Mapping the Canyon
    Deep East 2001— Grades 9-12 Focus: Bathymetry of Hudson Canyon Mapping the Canyon FOCUS Part III: Bathymetry of Hudson Canyon ❒ Library Books GRADE LEVEL AUDIO/VISUAL EQUIPMENT 9 - 12 Overhead Projector FOCUS QUESTION TEACHING TIME What are the differences between bathymetric Two 45-minute periods maps and topographic maps? SEATING ARRANGEMENT LEARNING OBJECTIVES Cooperative groups of two to four Students will be able to compare and contrast a topographic map to a bathymetric map. MAXIMUM NUMBER OF STUDENTS 30 Students will investigate the various ways in which bathymetric maps are made. KEY WORDS Topography Students will learn how to interpret a bathymet- Bathymetry ric map. Map Multibeam sonar ADAPTATIONS FOR DEAF STUDENTS Canyon None required Contour lines SONAR MATERIALS Side-scan sonar Part I: GLORIA ❒ 1 Hudson Canyon Bathymetry map trans- Echo sounder parency ❒ 1 local topographic map BACKGROUND INFORMATION ❒ 1 USGS Fact Sheet on Sea Floor Mapping A map is a flat representation of all or part of Earth’s surface drawn to a specific scale Part II: (Tarbuck & Lutgens, 1999). Topographic maps show elevation of landforms above sea level, ❒ 1 local topographic map per group and bathymetric maps show depths of land- ❒ 1 Hudson Canyon Bathymetry map per group forms below sea level. The topographic eleva- ❒ 1 Hudson Canyon Bathymetry map trans- tions and the bathymetric depths are shown parency ❒ with contour lines. A contour line is a line on a Contour Analysis Worksheet map representing a corresponding imaginary 59 Deep East 2001— Grades 9-12 Focus: Bathymetry of Hudson Canyon line on the ground that has the same elevation sonar is the multibeam sonar.
    [Show full text]
  • National List of Beaches 2008
    National List of Beaches September 2008 U.S. Environmental Protection Agency Office of Water 1200 Pennsylvania Avenue, NW Washington DC 20460 EPA-823-R-08-004 Contents Introduction ...................................................................................................................................... 1 States Alabama........................................................................................................................................... 3 Alaska .............................................................................................................................................. 5 California.......................................................................................................................................... 6 Connecticut .................................................................................................................................... 15 Delaware........................................................................................................................................ 17 Florida ............................................................................................................................................ 18 Georgia .......................................................................................................................................... 31 Hawaii ............................................................................................................................................ 33 Illinois ............................................................................................................................................
    [Show full text]
  • The Impact of Makeshift Sandbag Groynes on Coastal Geomorphology: a Case Study at Columbus Bay, Trinidad
    Environment and Natural Resources Research; Vol. 4, No. 1; 2014 ISSN 1927-0488 E-ISSN 1927-0496 Published by Canadian Center of Science and Education The Impact of Makeshift Sandbag Groynes on Coastal Geomorphology: A Case Study at Columbus Bay, Trinidad Junior Darsan1 & Christopher Alexis2 1 University of the West Indies, St. Augustine Campus, Trinidad 2 Institute of Marine Affairs, Chaguaramas, Trinidad Correspondence: Junior Darsan, Department of Geography, University of the West Indies, St Augustine, Trinidad. E-mail: [email protected] Received: January 7, 2014 Accepted: February 7, 2014 Online Published: February 19, 2014 doi:10.5539/enrr.v4n1p94 URL: http://dx.doi.org/10.5539/enrr.v4n1p94 Abstract Coastal erosion threatens coastal land which is an invaluable limited resource to Small Island Developing States (SIDS). Columbus Bay, located on the south-western peninsula of Trinidad, experiences high rates of coastal erosion which has resulted in the loss of millions of dollars to coconut estate owners. Owing to this, three makeshift sandbag groynes were installed in the northern region of Columbus Bay to arrest the coastal erosion problem. Beach profiles were conducted at eight stations from October 2009 to April 2011 to determine the change in beach widths and beach volumes along the bay. Beach width and volume changes were determined from the baseline in October 2009. Additionally, a generalized shoreline response model (GENESIS) was applied to Columbus Bay and simulated a 4 year model run. Results indicate that there was an increase in beach width and volume at five stations located within or adjacent to the groyne field.
    [Show full text]
  • Shaping the Beach, One Wave at a Time New Research Is Deciphering How Currents, Waves, and Sands Change Our Shorelines
    http://oceanusmag.whoi.edu/v43n1/raubenheimer.html Shaping the Beach, One Wave at a Time New research is deciphering how currents, waves, and sands change our shorelines By Britt Raubenheimer, Associate Scientist nearshore region—the stretch of sand, for a beach to erode or build up. Applied Ocean Physics & Engineering Dept. rock, and water between the dry land be- Understanding beaches and the adja- Woods Hole Oceanographic Institution hind the beach and the beginning of deep cent nearshore ocean is critical because or years, scientists who study the water far from shore. To comprehend and nearly half of the U.S. population lives Fshoreline have wondered at the appar- predict how shorelines will change from within a day’s drive of a coast. Shoreline ent fickleness of storms, which can dev- day to day and year to year, we have to: recreation is also a significant part of the astate one part of a coastline, yet leave an • decipher how waves evolve; economy of many states. adjacent part untouched. One beach may • determine where currents will form For more than a decade, I have been wash away, with houses tumbling into the and why; working with WHOI Senior Scientist Steve sea, while a nearby beach weathers a storm • learn where sand comes from and Elgar and colleagues across the coun- without a scratch. How can this be? where it goes; try to decipher patterns and processes in The answers lie in the physics of the • understand when conditions are right this environment. Most of our work takes A Mess of Physics Near the Shore Many forces intersect and interact in the surf and swash zones of the coastal ocean, pushing sand and water up, down, and along the coast.
    [Show full text]
  • 1 PILOT PROJECT SAND GROYNES DELFLAND COAST R. Hoekstra1
    PILOT PROJECT SAND GROYNES DELFLAND COAST R. Hoekstra1, D.J.R. Walstra1,2 , C.S Swinkels1 In October and November 2009 a pilot project has been executed at the Delfland Coast in the Netherlands, constructing three small sandy headlands called Sand Groynes. Sand Groynes are nourished from the shore in seaward direction and anticipated to redistribute in the alongshore due to the impact of waves and currents to create the sediment buffer in the upper shoreface. The results presented in this paper intend to contribute to the assessment of Sand Groynes as a commonly applied nourishment method to maintain sandy coastlines. The morphological evolution of the Sand Groynes has been monitored by regularly conducting bathymetry surveys, resulting in a series of available bathymetry surveys. It is observed that the Sand Groynes have been redistributed in the alongshore, mainly in northward direction driven by dominant southwesterly wave conditions. Furthermore, data analysis suggests that Sand Groynes have a trapping capacity for alongshore supplied sand originating from upstream located Sand Groynes. A Delft3D numerical model has been set up to verify whether the morphological evolution of Sand Groynes can be properly hindcasted. Although the model has been set up in 2DH mode, hindcast results show good agreement with the morphological evolution of Sand Groynes based on field data. Trends of alongshore redistribution of Sand Groynes are well reproduced. Still the model performance could be improved, for instance by implementation of 3D velocity patterns and by a more accurate schematization of sediment characteristics. Keywords: Sand Groyne, Delfland Coast, sand nourishment, sediment transport, Delft3D INTRODUCTION Objective The main objective of this paper is to asses an innovative sand nourishment method to maintain a sandy coastline, by constructing small sandy headlands in the upper shoreface called Sand Groynes (see Figure 1).
    [Show full text]