Coastal and Nearshore Morphology, Bedforms and Sediment Transport Pathways at Teignmouth (UK)

Total Page:16

File Type:pdf, Size:1020Kb

Coastal and Nearshore Morphology, Bedforms and Sediment Transport Pathways at Teignmouth (UK) Available onlinewww.sciencedin at t.com SCIENCE ^DIRECT9 CONTINENTAL SHELF RESEARCH ELSEVIER Continental Shelf Research 24 (2004) 1 ] -1202 www. el sey ier. com/locate/csr Coastal and nearshore morphology, bedforms and sediment transport pathways at Teignmouth (UK) V. van Lanckera,b’*, J. Lanckneusa, S. Hearnc, P. Hoekstrad, F. Levoy6, J. Milesf, G. Moerkerkea, O. Monfort6, R. Whitehouse6 a Marine Geological Assistance (Magelas), Violier straat 24, B-9820 Merelbeke, Belgium b University o f Gent, Renard Centre o f Marine Geology, Krijgslaan 281, S-8, B-9000 Gent, Belgium c HR Wallingford, Howbery Park, Wallingford, Oxon 0X10 8BA, UK d University of Utrecht, Institute for Marine and Atmospheric Research, Heidelberg laan 2, 3508 TC Utrecht, Nederland UK e University o f Caen, Unité Morphodynamique Continentale et Côtière, Station Marine, 54 Rue Du Dr Charcot, F-14530 Luc-Sur-Mer, France f Institute o f Marine Studies, University o f Plymouth, Drake Circus, Plymouth PL4 8AA, UK Received 28 February 2001; accepted 9 March 2004 Abstract The beach and nearshore area of Teignmouth (UK) has been the object of a multidisciplinary research project, COAST3D, carried out by 11 European institutions. This paper emphasises the sedimentological and morphological investigations of the intertidal and nearshore area using a variety of techniques. From the results presented, it is clear that the Teignmouth site is very dynamic. Sediment mobility is high during fair-weather conditions owing to the strong jet-like current flows associated with the presence of the narrow estuary mouth. The beach at Teignmouth can be categorised as composite with a dissipative low-tide terrace and a reflective upper beach. From surficial sediment sampling, selective transport processes were identified, imposed by the high current velocities at the estuary mouth. This process also leads to the formation of characteristic depositional lobes with poorly sorted sediment. From digital side- scan sonar mosaicing, cross-shore and longshore-oriented bedforms could be observed, with their characteristics being dependent on the pre-survey hydro-meteo conditions. Although the nearshore system is dominated by the jet-outflow, littoral drift processes can also be important. They proved to be important for beach morphological changes leading to a rythmic alongshore beach behaviour which was attributed to a reversal of the littoral drift imposed by a period of larger waves. Moreover, the influence of waves and associated longshore currents cannot be neglected as they form the link between different sedimentary environments. From combined side-scan sonar imagery and sediment trend analysis, residual sediment transport directions were identified. These showed that fair-weather and storm-dominated processes are needed to explain the textural and morphological differentiation at this site. Further analysis will be required to identify the different time-scales involved in producing these changes. © 2004 Elsevier Ltd. All rights reserved. Keywords: Teignmouth estuary; Nearshore and beach sediment and morphodynamics; Sand ripple profiler; RoxAnn; Digital side-scan sonar; Sediment trend analysis; COAST3D * Corresponding author. University of Gent, Renard Centre of Marine Geology, Krijgslaan 281, S-8, B-9000 Gent, Belgium. E-mail addresses: [email protected], [email protected] (V. van Lancker), [email protected] (S. Hearn), [email protected] (P. Hoekstra), [email protected] (F. Levoy), [email protected] (J. Miles), [email protected] (O. Monfort), [email protected] (R. Whitehouse). 0278-4343/$ - see front matter © 2004 Elsevier Ltd. All rights reserved. doi:10.1016/j.csr.2004.03.003 1172 V. van Lancker et al / Continental Shelf Research 24 (2004) 1171-1202 1. Introduction ment (Hydraulics Research Station, 1966), and a model to examine how improvements to the The beach and nearshore area of Teignmouth harbour entrance would influence neighbouring (UK) has been the object of a multidisciplinary beaches (Hydraulics Research Station, 1970). research project, COAST3D,1 carried out by 11 More recently, Wimpol (1989) deployed two European institutions (Soulsby, 1998). The moored current meters outside the estuary, and COAST3D project was intended as a combined tide gauges in and out of the Teign estuary, in field and modelling study of the hydrodynamical, relation to works for a new outfall. They measured morphological and sedimentological behaviour of tidal currents and established the harmonic con­ a beach and nearshore area. Teignmouth was stituents for Teignmouth. Beach processes have chosen because of the irregular and three-dimen­ also been studied in the framework of the British sional (3D) nature of the coastline, with a rocky Beach and Nearshore Dynamics Programme headland, nearshore banks, and an estuary mouth (Davidson et al., 1993). In addition, the effect of all adjacent to the beach with its sea defences. a seawall on beach processes has been studied at Although, the data collected at Teignmouth are Teignmouth by Miles et al. (1996). The estuary only valid on a temporal scale of 1 month, the itself has been surveyed on several occasions results provide insight into the functioning of the (Hydraulics Research Station, 1970; Sea Sedi­ coastal system and coastal process geomorphology ments, 1979). in particular. As the site has many similar features The main investigations at Teignmouth took to coastlines found in western and southern place between 18 October and 26 November 1999 Britain, Ireland, northern and western France, under a range of prevailing tide and wave northern Spain, Portugal, and Norway, the data conditions (Hearn et al., 2000; Whitehouse and will improve our understanding of the way in Waters, 2000). This period included frequent which coastal processes operate at these types of and persistent storm wave conditions likely to coastal sites. Moreover, the collected data set produce a significant amount of morphological provides a good test for computer models both change. now and in the future. Similar investigations were Apart from the larger-scale geo-acoustical mea­ carried out during the first phase of the project surements and the sediment samplings in the where research activities were focussed on the nearshore, the COAST3D experiment was set up sandy beach and nearshore area of Egmond-aan- on the basis of three main transects to examine the Zee, the Netherlands (Soulsby, 2000). cross-shore and longshore processes, and gradients Teignmouth’s beach and estuary system have in processes, and to provide data for model been the subject of considerable interest since as validation. The two cross-shore transects (north early as the mid-19th century. One such early and south) form the basis of two contrasting linear hydrographic survey of the area was made by arrays, one in the relatively open coast to the north Spratt (1856), who documented cyclic movements and the other in the area where the 3D effects are of bars in the estuary mouth. This theme was later expected to be greatest. The shore-parallel east taken up by Craig-Smith (1970) and Robinson transect was provided to analyse variations in the (1975), who monitored bar movements at the alongshore direction. Various fixed instruments entrance to the harbour for 10 years, in order to for measuring conditions close to the boundaries establish the cyclic nature of the process. Hydrau­ of the area and two continuous monitoring frames lics research have made several studies on the area, (depth, waves, currents) were installed (White­ including an examination of the harbour and the house et al., 2000). stabilisation of the entrance channels (Hydraulics This paper gives an introduction to the environ­ Research Station, 1958), a sediment tracer experi- mental setting of Teignmouth. In particular, it presents results on the morphological and sedi­ 'COASTSD is the acronym for Coastal Study of Three- mentological characteristics of the beach and dimensional Sand Transport Processes and Morphodynamics. the nearshore area obtained using a variety of V. van Lancker et al / Continental Shelf Research 24 (2004) 1171-1202 1173 techniques and methodologies. A single-beam 2. Environmental setting of the teignmouth site echo sounder was used in the nearshore to determine the bathymetry and earlier recordings 2.1. Large-scale morphology from a ' RoxAnn' system were used to determine parameters for the acoustical classification of the The study area is situated at Teignmouth in the seafloor. A full coverage very-high-resolution county of Devon, in the southwestern part of digital side-scan sonar survey was carried out as England. The town of Teignmouth is located on a basis for a detailed morphological and sedimen- the north side of the mouth of the Teign estuary tological investigation. Grab samples were taken (Fig. 1) Teignmouth has a busy commercial port on a grid basis over the entire nearshore area, and local fishing fleet and is a popular location for both to provide sediment size distribution as beach users and watersports users (Whitehouse well as calibration of the RoxAnn data by et al., 2000). Teignmouth is a good example of a visual inspection. The intertidal area was char­ coastal site with a multiplicity of potential Coastal acterised through repetitive beach profile surveys, Zone Management problems, i.e.—flood defence, sediment sampling and measurements of the navigation, sewerage disposal, tourism, environ­ incident wave climate to quantify the morphody- ment—for
Recommended publications
  • Geomorphic Classification of Rivers
    9.36 Geomorphic Classification of Rivers JM Buffington, U.S. Forest Service, Boise, ID, USA DR Montgomery, University of Washington, Seattle, WA, USA Published by Elsevier Inc. 9.36.1 Introduction 730 9.36.2 Purpose of Classification 730 9.36.3 Types of Channel Classification 731 9.36.3.1 Stream Order 731 9.36.3.2 Process Domains 732 9.36.3.3 Channel Pattern 732 9.36.3.4 Channel–Floodplain Interactions 735 9.36.3.5 Bed Material and Mobility 737 9.36.3.6 Channel Units 739 9.36.3.7 Hierarchical Classifications 739 9.36.3.8 Statistical Classifications 745 9.36.4 Use and Compatibility of Channel Classifications 745 9.36.5 The Rise and Fall of Classifications: Why Are Some Channel Classifications More Used Than Others? 747 9.36.6 Future Needs and Directions 753 9.36.6.1 Standardization and Sample Size 753 9.36.6.2 Remote Sensing 754 9.36.7 Conclusion 755 Acknowledgements 756 References 756 Appendix 762 9.36.1 Introduction 9.36.2 Purpose of Classification Over the last several decades, environmental legislation and a A basic tenet in geomorphology is that ‘form implies process.’As growing awareness of historical human disturbance to rivers such, numerous geomorphic classifications have been de- worldwide (Schumm, 1977; Collins et al., 2003; Surian and veloped for landscapes (Davis, 1899), hillslopes (Varnes, 1958), Rinaldi, 2003; Nilsson et al., 2005; Chin, 2006; Walter and and rivers (Section 9.36.3). The form–process paradigm is a Merritts, 2008) have fostered unprecedented collaboration potentially powerful tool for conducting quantitative geo- among scientists, land managers, and stakeholders to better morphic investigations.
    [Show full text]
  • Geomorphological Change and River Rehabilitation Alterra Is the Main Dutch Centre of Expertise on Rural Areas and Water Management
    Geomorphological Change and River Rehabilitation Alterra is the main Dutch centre of expertise on rural areas and water management. It was founded 1 January 2000. Alterra combines a huge range of expertise on rural areas and their sustainable use, including aspects such as water, wildlife, forests, the environment, soils, landscape, climate and recreation, as well as various other aspects relevant to the development and management of the environment we live in. Alterra engages in strategic and applied research to support design processes, policymaking and management at the local, national and international level. This includes not only innovative, interdisciplinary research on complex problems relating to rural areas, but also the production of readily applicable knowledge and expertise enabling rapid and adequate solutions to practical problems. The many themes of Alterra’s research effort include relations between cities and their surrounding countryside, multiple use of rural areas, economy and ecology, integrated water management, sustainable agricultural systems, planning for the future, expert systems and modelling, biodiversity, landscape planning and landscape perception, integrated forest management, geoinformation and remote sensing, spatial planning of leisure activities, habitat creation in marine and estuarine waters, green belt development and ecological webs, and pollution risk assessment. Alterra is part of Wageningen University and Research centre (Wageningen UR) and includes two research sites, one in Wageningen and one on the island of Texel. Geomorphological Change and River Rehabilitation Case Studies on Lowland Fluvial Systems in the Netherlands H.P. Wolfert ALTERRA SCIENTIFIC CONTRIBUTIONS 6 ALTERRA GREEN WORLD RESEARCH, WAGENINGEN 2001 This volume was also published as a PhD Thesis of Utrecht University Promotor: Prof.
    [Show full text]
  • Waves and Structures
    WAVES AND STRUCTURES By Dr M C Deo Professor of Civil Engineering Indian Institute of Technology Bombay Powai, Mumbai 400 076 Contact: [email protected]; (+91) 22 2572 2377 (Please refer as follows, if you use any part of this book: Deo M C (2013): Waves and Structures, http://www.civil.iitb.ac.in/~mcdeo/waves.html) (Suggestions to improve/modify contents are welcome) 1 Content Chapter 1: Introduction 4 Chapter 2: Wave Theories 18 Chapter 3: Random Waves 47 Chapter 4: Wave Propagation 80 Chapter 5: Numerical Modeling of Waves 110 Chapter 6: Design Water Depth 115 Chapter 7: Wave Forces on Shore-Based Structures 132 Chapter 8: Wave Force On Small Diameter Members 150 Chapter 9: Maximum Wave Force on the Entire Structure 173 Chapter 10: Wave Forces on Large Diameter Members 187 Chapter 11: Spectral and Statistical Analysis of Wave Forces 209 Chapter 12: Wave Run Up 221 Chapter 13: Pipeline Hydrodynamics 234 Chapter 14: Statics of Floating Bodies 241 Chapter 15: Vibrations 268 Chapter 16: Motions of Freely Floating Bodies 283 Chapter 17: Motion Response of Compliant Structures 315 2 Notations 338 References 342 3 CHAPTER 1 INTRODUCTION 1.1 Introduction The knowledge of magnitude and behavior of ocean waves at site is an essential prerequisite for almost all activities in the ocean including planning, design, construction and operation related to harbor, coastal and structures. The waves of major concern to a harbor engineer are generated by the action of wind. The wind creates a disturbance in the sea which is restored to its calm equilibrium position by the action of gravity and hence resulting waves are called wind generated gravity waves.
    [Show full text]
  • Nearshore Current Pattern and Rip Current Occurrence at Jungmun Beach, Jeju by Numerical Computation 1. Introduction
    한국항해항만학회지 제41권 제2호 J. Navig. Port Res. Vol. 41, No. 2 : 55-62, April 2017 (ISSN:1598-5725(Print)/ISSN:2093-8470(Online)) DOI : http://dx.doi.org/10.5394/KINPR.2017.41.2.55 Nearshore Current Pattern and Rip Current Occurrence at Jungmun Beach, Jeju by Numerical Computation Seung-Hyun An*․†Nam-Hyeong Kim *Coastal, Harbor and Disaster Prevention Research Institute, Sekwang Engineering Consultants Co., LTD. †Department of Civil Engineering, J eju National University, Jeju 63243, Korea Abstract : A nearshore current or a wave-induced current is an important phenomenon in a nearshore zone, which is composed of longshore, cross-shore, and rip currents. The nearshore current is closely related to the occurrence of coastal accidents by beachgoers. A considerable number of coastal accidents by beachgoers involving the rip current have been reported at Jungmun Beach. However, in studies and observations of the nearshore current of Jungmun Beach, understanding of the rip current pattern remains unclear. In this study, a scientific approach is taken to understand the nearshore current and the rip current patterns at Jungmun Beach by numerical computation for year of 2015. From results of numerical computation, the occurrence and spatial characteristics of the rip current, and the similarities between the rip current and incident wave conditions are analyzed. The primary results of this study reveal that the rip currents are frequently generated at Jungmun Beach, especially in the western parts of the beach, and that the rip currents often occur with a wave breaking height of around 0.5 ~ 0.7 m, a wave period of around 6 ~ 8 seconds, and a breaking angle of around 0 ~ 15 degrees.
    [Show full text]
  • Sampling Density in Stratified Sediment Bedforms for Estimating Surface-Area Weighed Average Concentrations
    How Much is Too Much? Sampling Density in Stratified Sediment Bedforms for Estimating Surface-Area Weighed Average Concentrations Evan Thomas, PE Senior Environmental Engineer WEDA Virtual Summit June 15, 2021 woodplc.com Kalamazoo River Superfund Site – Michigan Designated a Superfund Site in 1990 and placed on NPL due to the presence of PCBs in the river’s fish, sediment, and surface water 80 miles of the Kalamazoo River, 1,000s of acres of lakes and floodplain Site split into seven areas for sequential Supplemental Remedial Investigations (SRI)/Feasibility Studies (FS), Remedial Design (RD), and Remedial Action (RA) 2 A presentation by Wood. WEDA June 2021 Area 5 • 9.1- mile reach with normal flow near 1,100 cfs • 110-acre lake • Trowbridge and Allegan City Dam (RM 35.9 to 44.8) Area 6 Beginning Downstream Extent of Channelized Flow Area 5 Beginning Upstream Extent of Impounded Lake 3 A presentation by Wood. WEDA June 2021 Sampling objectives • Unbiased investigation strategy that is defensible, reproducible and provides a robust dataset for statistical evaluation at the level needed to make decisions in a Feasibility Study (FS) and inform future remedial design sampling • Optimize sampling plan by using – higher density sampling where variance is higher to reduce uncertainty – lower density sampling where variance is less and uncertainty is already low 4 A presentation by Wood. WEDA June 2021 Area 5 timeline Spring 2017 Fall 2017 Summer 2018 Summer 2019 Summer 2020 Anticipated 2022 Recon I Recon II Phase I Phase II SRI FS ► Begin CSM ► Sample to ► Describe Nature ► Collect bathymetry support SRI/FS and Extent ► Identify potential risk (SWAC) ► Identify bedform ► Develop Remedial groups and sampling ► Fill remaining Alternatives density for Phase I data gaps as ► Collect physical data necessary 5 A presentation by Wood.
    [Show full text]
  • Beach Accretion with Erosive Waves : "Beachbuilding" Accrétion Sur Les Plages Avec Vagues Érosives : "La Technique De Construction De Plage "
    Beach accretion with erosive waves : "Beachbuilding" Accrétion sur les plages avec vagues érosives : "la technique de construction de plage " Melville W. BEARDSLEY US Army Corps of Engineers, Beachbuilder Company Roger H. CHARLIER HAECON Inc., Free University of BRUSSELS - Belgique Abstract : A new method of beach preservation, theBeachbuilder Technique , proposes to harness the energy of normally erosive waves to produce beach accretion. A "flow control sheet" located in the surf zone directs the flow of swash and backwash causing net transport of sediment onto the beach. Beach and surf zone profiles created by the wave-tank tests show that the technique leads to accretion on this beach, during every test run with erosive waves. The successful wave tank results should reproduce on actual beaches ; rapid accretion on real beaches can be expected from the scaled wave-tank results. It is anticipated that by use of this new technique, costs of beach preservation would be cut by as much as 66%. Furthermore, rapid beach accretion, quick reaction, high mobility, good durability, «nd provision of employment for making the installations are major benefits to be derived. K e y w o rd s . Erosion - Waves - Accretion - Nourishment - Beach Résum é : Une nouvelle méthode de protection de plages, Techniquela de Construction de Plage, est proposée. Un "drap de contrôle d’écoulement" placé dans la zone des brisants dirige le clapotis et le remous et provoque un transport de sédiment vers la plage. Les profils de plage et de brisants créés par des tests conduits en bassins montrent que la technique produit une accumulation sur la plage pendant chaque test avec vagues érosives.
    [Show full text]
  • Appendix a – Stream Sediments
    APPENDIX A – STREAM SEDIMENTS The following notes describe in greater detail some technical elements of the stream evaluation methodology used in Chapter 5. Stream Classification System Used To best realize the analytical objectives for the Auburn Ravine and Coon Creek watershed evaluation, an area-wide channel processes-based classification system is adopted which was originally designed to evaluate the channel segments of a watershed in the context of channel network system interaction, sediment routing, short-term and long-term channel segment adjustments to changes watershed conditions, and the role and response patterns of various bedforms in channel processes and sediment routing. The system applied here is a modification of a classification approach proposed by Montgomery and Buffington (1993, 1997, 1998). This system organizes bedforms in channel segments based fundamentally on their role in sediment routing and storage processes which provides a basis for categorizing stream segments. This system allows characteristics of channel segments to be related to hill slope and landscape evolutionary processes of the watershed, to be related by position in the watershed channel network with respect to sediment production, transport, storage, and disposition, and to be related to potential future channel conditions with changing future watershed conditions which drive channel forming stream flow and sediment regimes of channel segments. General Stream Systems The highest and most generalized hierarchical level reflects the commonalities and differences among the stream segment of the AR/CC watershed at the most generalized and regional or watershed scale. Stream system categories characterize general stream processes with respect to channel dynamics and channel/floodplain relationships for all stream orders in relatively large areas of the watershed and the channel network.
    [Show full text]
  • Air-Sea Interactions - Jacques C.J
    OCEANOGRAPHY – Vol.I - Air-Sea Interactions - Jacques C.J. Nihoul and François C. Ronday AIR-SEA INTERACTIONS Jacques C.J. Nihoul and François C. Ronday University of Liège, Belgium Keywords: Wind waves, fully developed sea, tsunamis, swell, clapotis, seiches, littoral current, rip current, air-sea interactions, sea slicks, drag coefficient. Contents 1. Introduction 2. Wind waves 3. Air-Sea Interactions Glossary Bibliography Biographical Sketches Summary The marine system is part of the general geophysical system. Physical and chemical boundary interactions at the air-sea interface are essential factors in the marine system's dynamics Wind blowing over the sea generates surface waves and energy is transferred from the wind to the ocean's upper layer. The fluxes of the momentum, heat, chemicals... at the air-sea interface are usually parameterized by bulk formula which assumed that the fluxes are proportional to the magnitude of the wind velocity at some reference height (10m, say). Although these bulk formulas have abundantly been used in several generations of models, they can only give a rough representation of the mechanisms of air-sea interactions where wave’s field’s characteristics, bubbles and spray, surface slicks, heavy rainfalls...can play a significant role. 1. Introduction Incoming short wave solar radiation and outgoing long wave radiation emitted by the earth surface, mediated by back and forth long wave emissions by clouds and aerosols - with its spatial variability due, in particular, to the earth’s sphericity - constitute
    [Show full text]
  • Two-Dimensional Wave-Making Problem C.R. Chou, R.S. Shih, J.Z. Yim Department of Harbor and River Engineering, National Taiwan O
    Transactions on Modelling and Simulation vol 12, © 1996 WIT Press, www.witpress.com, ISSN 1743-355X Two-dimensional wave-making problem C.R. Chou, R.S. Shih, J.Z. Yim Department of Harbor and River Engineering, National Taiwan Ocean University, Bee-Ning Road 2, Keelung 202, Taiwan Abstract In this study, generation of two dimensional nonlinear waves is simulated numerically using boundary clement method. The present scheme is based on a Lagrangian description together with finite differencing of the time step. An algorithm to generate waves with any prescribed form is also implantec in the scheme. The numerical model was first verified by studying the case of finite amplitude waves impinging against a vertical wall. Time histories of evolution of a soliton running up on a sloping beach, as well as over a submerged obstacle are then presented. 1 Introduction Problems associated with generation, propagation and deformatio.i have been studied numerically by many researchers. Based on a mixed Eulerian- Lagrangian method, solitary wave interacting with a gentle slope, and wave breaking on water of gradually varying depth are simulated numerically in two- dimensional fluid region by Sujjino and Tosaka[l], Ouyama[2] explored soli- tary wave set up on a slope by boundary element method. Pedersen & Gjevik[3 ] developed a numerical model to study run-up of long waves governed by a set of Boussinesq equations. Lagrangian coordinate description was used to sim- plify the numerical treatment of a moving shoreline. Based on the Green';* formular, Nakayama[4] applied a new boundary element technique to analyze nonlinear water wave problems.
    [Show full text]
  • Observations of Time‐Dependent Bedform Transformation In
    Journal of Geophysical Research: Oceans RESEARCH ARTICLE Observations of Time-Dependent Bedform Transformation 10.1029/2018JC014357 in Combined Wave-Current Flows Key Points: 1 2 3 4 5 • Bedform building is a time-dependent M. E. Wengrove , D. L. Foster , T. C. Lippmann , M. A. de Schipper , and J. Calantoni process especially important in combined wave-current flows 1School of Civil and Construction, Oregon State University, Corvallis, OR, USA, 2Department of Mechanical and Ocean • The sediment continuity equation Engineering, University of New Hampshire, Durham, NH, USA, 3Earth Sciences and Center of Coastal and Ocean Mapping, or Exner equation can be used to University of New Hampshire, Durham, NH, USA, 4Hydraulic Engineering, Delft University of Technology, Delft, estimate bedform volume change 5 • Contribution of unique data set Netherlands, Marine Geosciences Division, U.S. Naval Research Laboratory, Stennis, MS, USA of combined waves and current influence on bottom roughness Abstract Although combined wave-current flows in the nearshore coastal zone are common, there are few observations of bedform response and inherent geometric scaling in combined flows. Our Correspondence to: M. E. Wengrove, effort presents observations of bedform dynamics that were strongly influenced by waves, currents, and [email protected] combined wave-current flow at two sampling locations separated by 60 m in the cross shore. Observations were collected in 2014 at the Sand Engine mega-nourishment on the Delfland coast of the Netherlands. The Citation: bedforms had wavelengths ranging from 14 cm to over 2 m and transformed shape and orientation within, Wengrove, M. E., Foster, D. L., at times, as little as 20 min and up to 6 hr.
    [Show full text]
  • Dynamics of Nonmigrating Mid-Channel Bar and Superimposed Dunes in a Sandy-Gravelly River (Loire River, France)
    Geomorphology 248 (2015) 185–204 Contents lists available at ScienceDirect Geomorphology journal homepage: www.elsevier.com/locate/geomorph Dynamics of nonmigrating mid-channel bar and superimposed dunes in a sandy-gravelly river (Loire River, France) Coraline L. Wintenberger a, Stéphane Rodrigues a,⁎, Nicolas Claude b, Philippe Jugé c, Jean-Gabriel Bréhéret a, Marc Villar d a Université François Rabelais de Tours, E.A. 6293 GéHCO, GéoHydrosystèmes Continentaux, Faculté des Sciences et Techniques, Parc de Grandmont, 37200 Tours, France b Université Paris-Est, Laboratoire d'hydraulique Saint-Venant, ENPC, EDF R&D, CETMEF, 78 400 Chatou, France c Université François Rabelais — Tours, CETU ELMIS, 11 quai Danton, 37 500 Chinon, France d INRA, UR 0588, Amélioration, Génétique et Physiologie Forestières, 2163 Avenue de la Pomme de Pin, CS 40001 Ardon, 45075 Orléans Cedex 2, France article info abstract Article history: A field study was carried out to investigate the dynamics during floods of a nonmigrating, mid-channel bar of the Received 11 February 2015 Loire River (France) forced by a riffle and renewed by fluvial management works. Interactions between the bar Received in revised form 17 July 2015 and superimposed dunes developed from an initial flat bed were analyzed during floods using frequent mono- Accepted 18 July 2015 and multibeam echosoundings, Acoustic Doppler Profiler measurements, and sediment grain-size analysis. Available online 4 August 2015 When water left the bar, terrestrial laser scanning and sediment sampling documented the effect of post-flood sediment reworking. Keywords: fl fi Sandy-gravelly rivers During oods a signi cant bar front elongation, spreading (on margins), and swelling was shown, whereas a sta- Nonmigrating (forced) bar ble area (no significant changes) was present close to the riffle.
    [Show full text]
  • Title on the Effect of Wind on Wave Overtopping on Vertical Seawalls Author(S)
    View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by Kyoto University Research Information Repository On the Effect of Wind on Wave Overtopping on Vertical Title Seawalls Author(s) IWAGAKI, Yuichi; TSUCHIYA, Yoshito; INOUE, Masao Bulletin of the Disaster Prevention Research Institute (1966), Citation 16(1): 11-30 Issue Date 1966-09 URL http://hdl.handle.net/2433/124717 Right Type Departmental Bulletin Paper Textversion publisher Kyoto University Bull. Disas. Prey. Res. Inst. Kyoto Univ., Vol. 16, Part 1, No. 105, Sept., 1965 On the Effect of Wind on Wave Overtopping on Vertical Seawalls By Yuichi IWAGAKI, Yoshito TSUCHIYA and Masao INOUE (Manuscript received June 30. 1966) Synopsis In designing seawalls and seadikes, it is very important to estimate the quantity of wave overtopping on them as exactly as possible. The estimation, however, is difficult because of complicated phenomenaof wave overtopping, and in particular the effect of wind on wave overtopping is entirely unknown. With this in view, the authors have begun the study to disclose the effect of wind on wave overtopping quantitatively. As a first step of the study. the present paper describes some experimental results of wave overtoppingon vertical seawalls for the wave steepnesses of 0.01 and 0.02, accompanied with wind created by a high-speed wind-wave tunnel, which is 0.8 m wide. 2.3m to 4.0 m high and 40 m long, having a blower of 100HP and a wave generator of submerged piston type with a motor of 10 HP. The main results obtained from the experiments are summarized as follows.
    [Show full text]