Edge Waves and Beach Cusps
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Management of Coastal Erosion by Creating Large-Scale and Small-Scale Sediment Cells
COASTAL EROSION CONTROL BASED ON THE CONCEPT OF SEDIMENT CELLS by L. C. van Rijn, www.leovanrijn-sediment.com, March 2013 1. Introduction Nearly all coastal states have to deal with the problem of coastal erosion. Coastal erosion and accretion has always existed and these processes have contributed to the shaping of the present coastlines. However, coastal erosion now is largely intensified due to human activities. Presently, the total coastal area (including houses and buildings) lost in Europe due to marine erosion is estimated to be about 15 km2 per year. The annual cost of mitigation measures is estimated to be about 3 billion euros per year (EUROSION Study, European Commission, 2004), which is not acceptable. Although engineering projects are aimed at solving the erosion problems, it has long been known that these projects can also contribute to creating problems at other nearby locations (side effects). Dramatic examples of side effects are presented by Douglas et al. (The amount of sand removed from America’s beaches by engineering works, Coastal Sediments, 2003), who state that about 1 billion m3 (109 m3) of sand are removed from the beaches of America by engineering works during the past century. The EUROSION study (2004) recommends to deal with coastal erosion by restoring the overall sediment balance on the scale of coastal cells, which are defined as coastal compartments containing the complete cycle of erosion, deposition, sediment sources and sinks and the transport paths involved. Each cell should have sufficient sediment reservoirs (sources of sediment) in the form of buffer zones between the land and the sea and sediment stocks in the nearshore and offshore coastal zones to compensate by natural or artificial processes (nourishment) for sea level rise effects and human-induced erosional effects leading to an overall favourable sediment status. -
Natural and Anthropogenic Influences on the Morphodynamics of Sandy and Mixed Sand and Gravel Beaches Tiffany Roberts University of South Florida, [email protected]
University of South Florida Scholar Commons Graduate Theses and Dissertations Graduate School January 2012 Natural and Anthropogenic Influences on the Morphodynamics of Sandy and Mixed Sand and Gravel Beaches Tiffany Roberts University of South Florida, [email protected] Follow this and additional works at: http://scholarcommons.usf.edu/etd Part of the American Studies Commons, Geology Commons, and the Geomorphology Commons Scholar Commons Citation Roberts, Tiffany, "Natural and Anthropogenic Influences on the Morphodynamics of Sandy and Mixed Sand and Gravel Beaches" (2012). Graduate Theses and Dissertations. http://scholarcommons.usf.edu/etd/4216 This Dissertation is brought to you for free and open access by the Graduate School at Scholar Commons. It has been accepted for inclusion in Graduate Theses and Dissertations by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. Natural and Anthropogenic Influences on the Morphodynamics of Sandy and Mixed Sand and Gravel Beaches by Tiffany M. Roberts A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy Department of Geology College of Arts and Sciences University of South Florida Major Professor: Ping Wang, Ph.D. Bogdan P. Onac, Ph.D. Nathaniel Plant, Ph.D. Jack A. Puleo, Ph.D. Julie D. Rosati, Ph.D. Date of Approval: July 12, 2012 Keywords: barrier island beaches, beach morphodynamics, beach nourishment, longshore sediment transport, cross-shore sediment transport. Copyright © 2012, Tiffany M. Roberts Dedication To my eternally supportive mother, Darlene, my brother and sister, Trey and Amber, my aunt Pat, and the friends who have been by my side through every challenge and triumph. -
Meteotsunami Generation, Amplification and Occurrence in North-West Europe
University of Liverpool Doctoral Thesis Meteotsunami generation, amplification and occurrence in north-west Europe Thesis submitted in accordance with the requirements of the University of Liverpool for the degree of Doctor in Philosophy by David Alan Williams November 2019 ii Declaration of Authorship I declare that this thesis titled “Meteotsunami generation, amplification and occurrence in north-west Europe” and the work presented in it are my own work. The material contained in the thesis has not been presented, nor is currently being presented, either wholly or in part, for any other degree or qualification. Signed Date David A Williams iii iv Meteotsunami generation, amplification and occurrence in north-west Europe David A Williams Abstract Meteotsunamis are atmospherically generated tsunamis with characteristics similar to all other tsunamis, and periods between 2–120 minutes. They are associated with strong currents and may unexpectedly cause large floods. Of highest concern, meteotsunamis have injured and killed people in several locations around the world. To date, a few meteotsunamis have been identified in north-west Europe. This thesis aims to increase the preparedness for meteotsunami occurrences in north-west Europe, by understanding how, when and where meteotsunamis are generated. A summer-time meteotsunami in the English Channel is studied, and its generation is examined through hydrodynamic numerical simulations. Simple representations of the atmospheric system are used, and termed synthetic modelling. The identified meteotsunami was partly generated by an atmospheric system moving at the shallow- water wave speed, a mechanism called Proudman resonance. Wave heights in the English Channel are also sensitive to the tide, because tidal currents change the shallow-water wave speed. -
Destructive Meteotsunamis Along the Eastern Adriatic Coast: Overview
Physics and Chemistry of the Earth 34 (2009) 904–917 Contents lists available at ScienceDirect Physics and Chemistry of the Earth journal homepage: www.elsevier.com/locate/pce Destructive meteotsunamis along the eastern Adriatic coast: Overview Ivica Vilibic´ *, Jadranka Šepic´ Institute of Oceanography and Fisheries, Šetalište I. Meštrovic´a 63, 21000 Split, Croatia article info abstract Article history: The paper overviews meteotsunami events documented in the Adriatic Sea in the last several decades, by Received 10 December 2008 using available eyewitness reports, documented literature, and atmospheric sounding and meteorologi- Accepted 24 August 2009 cal reanalysis data available on the web. The source of all documented Adriatic meteotsunamis was Available online 28 August 2009 examined by assessing the underlying synoptic conditions. It is found that travelling atmospheric distur- bances which generate the Adriatic meteotsunamis generally appear under atmospheric conditions doc- Keywords: umented also for the Balearic meteotsunamis (rissagas). These atmospheric disturbances are commonly Meteotsunami generated by a flow over the mountain ridges (Apennines), and keep their energy through the wave-duct Atmospheric disturbance mechanism while propagating over a long distance below the unstable layer in the mid-troposphere. Resonance Long ocean waves However, the Adriatic meteotsunamis may also be generated by a moving convective storm or gravity Adriatic Sea wave system coupled in the wave-CISK (Conditional Instability of the Second Kind) manner, not docu- mented at other world meteotsunami hot spots. The travelling atmospheric disturbance is resonantly pumping the energy through the Proudman resonance over the wide Adriatic shelf, but other resonances (Greenspan, shelf) are also presumably influencing the strength of the meteotsunami waves, especially in the middle Adriatic, full of elongated islands and with a sloping bathymetry. -
Part III-2 Longshore Sediment Transport
Chapter 2 EM 1110-2-1100 LONGSHORE SEDIMENT TRANSPORT (Part III) 30 April 2002 Table of Contents Page III-2-1. Introduction ............................................................ III-2-1 a. Overview ............................................................. III-2-1 b. Scope of chapter ....................................................... III-2-1 III-2-2. Longshore Sediment Transport Processes ............................... III-2-1 a. Definitions ............................................................ III-2-1 b. Modes of sediment transport .............................................. III-2-3 c. Field identification of longshore sediment transport ........................... III-2-3 (1) Experimental measurement ............................................ III-2-3 (2) Qualitative indicators of longshore transport magnitude and direction ......................................................... III-2-5 (3) Quantitative indicators of longshore transport magnitude ..................... III-2-6 (4) Longshore sediment transport estimations in the United States ................. III-2-7 III-2-3. Predicting Potential Longshore Sediment Transport ...................... III-2-7 a. Energy flux method .................................................... III-2-10 (1) Historical background ............................................... III-2-10 (2) Description ........................................................ III-2-10 (3) Variation of K with median grain size................................... III-2-13 (4) Variation of K with -
The Relationship Between Wave Action and Beach Profile Characteristics
CHAPTER 14 THE RELATIONSHIP BETWEEN WAVE ACTION AND BEACH PROFILE CHARACTERISTICS P. H. Kemp Department of GivH Engineering. University College London, England. ABSTRACT. The rational design of coast protection works requires a knowledge of the behaviour of the beach under natural conditions. The understanding of the relationship between the waves acting on the beach and the characteristics of the beach profile produced, is thus a necessary preliminary to the analysis of the causes of beach erosion and the evaluation of the effect of projected remedial measures. The present paper describes the results of a series of prelimin- ary hydraulic model experiments carried out by the author prior to a model study of the behaviour of groynes in stabilising beaches. Most of the beach materials used represented coarse sand or shingle in nature. The results demonstrate the fundamental importance of the "phase- difference" in terms of wave period between the break-point and the limit of uprush, in relation to flow conditions, cusp formation, and the change from "step" to "bar" type profiles. Within the limits of the experiments an expression connecting the breaker height, beach profile length, and grain diameter is developed, and its implications examined in relation to beach slope, and to the previous "wave steepness" criterion for the change from step to bar type profiles. Observations are included on the rate of recession of a shore- line due to the onset of more severe wave conditions. INTRODUCTION. BEACH CHANGES. Changes in the coastline may be classified as:- (1) Progressive changes resulting in prograding or recession of the shoreline over a long period of time. -
A High-Amplitude Atmospheric Inertia–Gravity Wave-Induced
A high-amplitude atmospheric inertia– gravity wave-induced meteotsunami in Lake Michigan Eric J. Anderson & Greg E. Mann Natural Hazards ISSN 0921-030X Nat Hazards DOI 10.1007/s11069-020-04195-2 1 23 Your article is protected by copyright and all rights are held exclusively by This is a U.S. Government work and not under copyright protection in the US; foreign copyright protection may apply. This e-offprint is for personal use only and shall not be self- archived in electronic repositories. If you wish to self-archive your article, please use the accepted manuscript version for posting on your own website. You may further deposit the accepted manuscript version in any repository, provided it is only made publicly available 12 months after official publication or later and provided acknowledgement is given to the original source of publication and a link is inserted to the published article on Springer's website. The link must be accompanied by the following text: "The final publication is available at link.springer.com”. 1 23 Author's personal copy Natural Hazards https://doi.org/10.1007/s11069-020-04195-2 ORIGINAL PAPER A high‑amplitude atmospheric inertia–gravity wave‑induced meteotsunami in Lake Michigan Eric J. Anderson1 · Greg E. Mann2 Received: 1 February 2020 / Accepted: 17 July 2020 © This is a U.S. Government work and not under copyright protection in the US; foreign copyright protection may apply 2020 Abstract On Friday, April 13, 2018, a high-amplitude atmospheric inertia–gravity wave packet with surface pressure perturbations exceeding 10 mbar crossed the lake at a propagation speed that neared the long-wave gravity speed of the lake, likely producing Proudman resonance. -
Infragravity Wave Energy Partitioning in the Surf Zone in Response to Wind-Sea and Swell Forcing
Journal of Marine Science and Engineering Article Infragravity Wave Energy Partitioning in the Surf Zone in Response to Wind-Sea and Swell Forcing Stephanie Contardo 1,*, Graham Symonds 2, Laura E. Segura 3, Ryan J. Lowe 4 and Jeff E. Hansen 2 1 CSIRO Oceans and Atmosphere, Crawley 6009, Australia 2 Faculty of Science, School of Earth Sciences, The University of Western Australia, Crawley 6009, Australia; [email protected] (G.S.); jeff[email protected] (J.E.H.) 3 Departamento de Física, Universidad Nacional, Heredia 3000, Costa Rica; [email protected] 4 Faculty of Engineering and Mathematical Sciences, Oceans Graduate School, The University of Western Australia, Crawley 6009, Australia; [email protected] * Correspondence: [email protected] Received: 18 September 2019; Accepted: 23 October 2019; Published: 28 October 2019 Abstract: An alongshore array of pressure sensors and a cross-shore array of current velocity and pressure sensors were deployed on a barred beach in southwestern Australia to estimate the relative response of edge waves and leaky waves to variable incident wind wave conditions. The strong sea 1 breeze cycle at the study site (wind speeds frequently > 10 m s− ) produced diurnal variations in the peak frequency of the incident waves, with wind sea conditions (periods 2 to 8 s) dominating during the peak of the sea breeze and swell (periods 8 to 20 s) dominating during times of low wind. We observed that edge wave modes and their frequency distribution varied with the frequency of the short-wave forcing (swell or wind-sea) and edge waves were more energetic than leaky waves for the duration of the 10-day experiment. -
Baroclinic Instability, Lecture 19
19. Baroclinic Instability In two-dimensional barotropic flow, there is an exact relationship between mass 2 streamfunction ψ and the conserved quantity, vorticity (η)given by η = ∇ ψ.The evolution of the conserved variable η in turn depends only on the spatial distribution of η andonthe flow, whichisd erivable fromψ and thus, by inverting the elliptic relation, from η itself. This strongly constrains the flow evolution and allows one to think about the flow by following η around and inverting its distribution to get the flow. In three-dimensional flow, the vorticity is a vector and is not in general con served. The appropriate conserved variable is the potential vorticity, but this is not in general invertible to find the flow, unless other constraints are provided. One such constraint is geostrophy, and a simple starting point is the set of quasi-geostrophic equations which yield the conserved and invertible quantity qp, the pseudo-potential vorticity. The same dynamical processes that yield stable and unstable Rossby waves in two-dimensional flow are responsible for waves and instability in three-dimensional baroclinic flow, though unlike the barotropic 2-D case, the three-dimensional dy namics depends on at least an approximate balance between the mass and flow fields. 97 Figure 19.1 a. The Eady model Perhaps the simplest example of an instability arising from the interaction of Rossby waves in a baroclinic flow is provided by the Eady Model, named after the British mathematician Eric Eady, who published his results in 1949. The equilibrium flow in Eady’s idealization is illustrated in Figure 19.1. -
Pocket Beach Hydrodynamics: the Example of Four Macrotidal Beaches, Brittany, France
Marine Geology 266 (2009) 1–17 Contents lists available at ScienceDirect Marine Geology journal homepage: www.elsevier.com/locate/margeo Pocket beach hydrodynamics: The example of four macrotidal beaches, Brittany, France A. Dehouck a,⁎, H. Dupuis b, N. Sénéchal b a Géomer, UMR 6554 LETG CNRS, Université de Bretagne Occidentale, Institut Universitaire Européen de la Mer, Technopôle Brest Iroise, 29280 Plouzané, France b UMR 5805 EPOC CNRS, Université de Bordeaux, avenue des facultés, 33405 Talence cedex, France article info abstract Article history: During several field experiments, measurements of waves and currents as well as topographic surveys were Received 24 February 2009 conducted on four morphologically-contrasted macrotidal beaches along the rocky Iroise coastline in Brittany Received in revised form 6 July 2009 (France). These datasets provide new insight on the hydrodynamics of pocket beaches, which are rather poorly Accepted 10 July 2009 documented compared to wide and open beaches. The results notably highlight a cross-shore gradient in the Available online 18 July 2009 magnitude of tidal currents which are relatively strong offshore of the beaches but are insignificant inshore. Communicated by J.T. Wells Despite the macrotidal setting, the hydrodynamics of these beaches are thus totally wave-driven in the intertidal zone. The crucial role of wind forcing is emphasized for both moderately and highly protected beaches, as this Keywords: mechanism drives mean currents two to three times stronger than those due to more energetic swells when beach morphodynamics winds blow nearly parallel to the shoreline. Moreover, the mean alongshore current appears to be essentially embayed beach wind-driven, wind waves being superimposed on shore-normal oceanic swells during storms, and variations in beach cusps their magnitude being coherent with those of the wind direction. -
Lecture 12: Coasts
Ediz Hook, Port Angeles ESCI 321 announcements • Problem set 2 due tonight at midnight • Exam 2 in one week • We will have a major review session next Thursday. Come with questions. • Study guide posted. Bring to class on Thursday Coasts, beaches and estuaries I. Coast formation II. Beaches: Rivers of sand III. Estuaries http://www.nps.gov/olym/naturescience/damremovalblog.htm 1 Processes determining coastal morphology and formation Beach morphology Plate tectonics Sea level changes (eustatic and relative sea level change) Glaciers Weathering Wave action and storms Maine N.C. General scheme of coastline development (primary → secondary) Seasonal changes in beach morphology Longshore sediment transport How do waves affect beaches? (Beach movie) 2 Tombolo on the shore of Lake Erie, Erie, Pennsylvania Formation of rip currents and beach cusps Sediment composing barrier Islands along the east coast of the U.S. is continuously eroding and depositing toward the continent and toward the south. Swash on beach cusps at Propriano, Corsica. (Photo: Sogreah, France) Rip currents on a New Zealand beach 3 Dune Ridge Beach Open Ocean Puget Sound coastlines Lagoon Marsh Flat Lagoonal Peat Common types of shorelines in Puget Sound Natural shoreline with development •Sand and gravel •Sandy beach/dunes •Sediment-starved beach •Mudflats •Deltas •Beach w/ bulkheads 4 Shoreline with bulkhead Effects of beach armoring on amphipod habitat, Paihia, New Zealand Forage fish spawning grounds in Bellingham Bay • Surf smelt spawn in upper intertidal zone • In Bellingham -
RICHARD J. RUSSELL WILLIAM G. Mcintire Coastal Studies Institute, Louisiana State University, Baton Rouge, La. Beach Cusps Abstr
RICHARD J. RUSSELL Coastal Studies Institute, Louisiana State University, Baton Rouge, La. WILLIAM G. McINTIRE Beach Cusps Abstract: Beach cusps develop along seaward faces posure and state of the sea. Conditions under which of growing berms. They appear early in the transi- cusps disappear are described. Although most steps tional period of decreasing wave energy from in the depositional development and erosional winter- to summer-beach conditions. Growth stages removal of cusps are understood, the theory of their are described and related to currents within the origin will remain incomplete until the reasons for swash zone. Cusp spacing depends on coastal ex- their spacing are known in quantitative terms. CONTENTS Introduction and acknowledgments 307 3. Number of examples in spacing of cusp apices . 311 Field observations 308 4. Beach changes related to increasing and decreas- Juvenile cusps 311 ing wave energy 315 Well-developed cusps 312 5. Sequential stages of turbidity distribution and Cusp disappearance 312 current flow associated with growing cusps 316 Toward a theory of cusp origin 313 References cited 318 Plate Following Appendix 1. Relationship between apex and bay 1. Cusps on firm beaches slopes 319 2. Juvenile cusps Appendix 2. Relationship of cusp length to de- 3. Well-developed cusps gree of exposure 319 4. Cusp erosion, Preston Beach, south of Perth, Western Australia r-316 Figure 5. Asymmetrical erosion of cusps, Dominica . 1. Section across three series of cusps: Cluny, Basse 6. Cusp-originating processes Terre, Guadeloupe 309 7. Current flow into bays, Warnbro Sound, south 2. Comparison between bay and apex slopes . 310 of Safety Bay, Western Australia ment and formulating opinions about their INTRODUCTION AND histories, we turned to the literature, usually ACKNOWLEDGMENTS finding confusion at least as great as our own Our beach-cusp observations started in the during initial stages of investigation.