Bedform Successions Formed by Submerged Plane-Wall Jet Flows

Total Page:16

File Type:pdf, Size:1020Kb

Bedform Successions Formed by Submerged Plane-Wall Jet Flows Marine and River Dune Dynamics – MARID VI – 1-3 April 2019 - Bremen, Germany Bedform successions formed by submerged plane-wall jet flows Jörg Lang Leibniz Universität Hannover, Institut für Geologie, Hannover, Germany – [email protected] hannover.de Juan Fedele ExxonMobil Upstream Research Company, Spring, Texas, USA [email protected] David Hoyal ExxonMobil Upstream Research Company, Spring, Texas, USA [email protected] ABSTRACT: Jet flows, expanding from an orifice into a standing water body, are considered as scale-independent model for clastic depositional processes. We conducted 3D experiments with Froude supercritical jet flows, systematically varying several of the controlling parameters such as bed slope, grain size, and flow variables that define the initial densimetric Froude number. The ini- tial inertia-driven jets evolved into gravity-driven flows by rapid expansion and deceleration, there- by forming scours, mouth bars and trains of bedforms. Hydraulic jumps were absent in the flow transition. The geometries of the mouth bar and bedforms were primarily controlled by the initial densimetric Froude number. Further control was exerted by the bed slope, sediment supply and grain sizes. Gravity-controlled processes rapidly take-over the control on the morphodynamic evolu- tion of the flow and are responsible for deposition on the lee side of the mouth bar and beyond. et al., 2003). Jet flows and their deposits 1. INTRODUCTION display a distinct proximal to distal zona- Jet flows are flows that emerge from an tion. Jet-flow deposits are generally charac- orifice into a standing water body and decel- terized by a mouth bar that develops down- erate and expand due to the entrainment of flow of a scour. The downflow facies tracts ambient water. They can be considered as a reflect the deceleration of the flow and pass basic model for clastic depositional process- from a region of by-pass and erosion via a es independent of scale and environment, for region of bedform formation into a region of example deltas (Bates, 1953), submarine suspension settling (Powell, 1990; Hoyal et fans (Beaubouef et al., 2003; Hoyal et al., al., 2003; Russell & Arnott, 2003; Winse- 2003; Terlaky et al., 2016) and subaqueous mann et al., 2009). After the transition from ice-contact fans (Powell, 1990; Russell & an inertia-driven jet flow into a gravity- Arnott, 2003; Winsemann et al., 2009). The driven density flow, the density flow may evolution from inertia-driven jet flows into either evolve into an underflow or rise as a gravity-driven density flows is primarily buoyant plume, depending on the density controlled by the initial momentum and the difference to the ambient water (Powell, density difference between the flow and the 1990). ambient water (Powell, 1990; Hoyal et al., 2003). The rates of jet flow deceleration and 2. 2 METHODS expansion and the expansion angle are pri- marily controlled by the orifice densimetric We conducted 3D tank experiments with Froude number (Fr’). Secondary controlling submerged plane-wall jet flows in an exper- factors for jet flows and their deposits in- imental domain, which comprised an 8 m clude discharge, sediment concentration and long and 5 m wide plate placed in a 10 m grain size (Bates, 1953; Powell, 1990; Hoyal long, 7 m wide and 2 m deep glass-walled tank (Fig. 1A). The evolving flows and de- 151 Marine and River Dune Dynamics – MARID VI – 1-3 April 2019 - Bremen, Germany Figure 1. Experimental jet flows and their deposits. A) Experimental set-up for jet flows. A leveled sediment bed is prepared on the plate. Flows are released from the inlet pipe. B) The expanding jet flow forms a scour and a mouth bar (densimetric Froude number Fr’=4). Flows passing over the mouth bar have already evolved into gravity-controlled density flows. C) Sour and mouth bar of a experimental jet flow (Fr’=2). D) Cross-section of a jet-flow deposit (Fr’=4). posits were documented by photographs ble beds, and (iii) aggrading jet flows on through the tank walls. Velocity (point ADV erodible beds. and profiler) and density (conductivity) probes enabled the collection of flow data during the experiments. After the experi- 3. 3 RESULTS ments the tank was drained and the external The initial inertia-driven jet flows and internal geometry of the deposits was evolved into gravity-driven density flows by measured. rapid flow expansion and deceleration (Fig. The controlling parameters were system- 1B). The turbulent jet flows rapidly expand- atically varied to test their impact on the ed from the orifice by the entrainment of flow dynamics and the resulting deposits. ambient water into large turbulent eddies These controlling parameters include bed that develop at the flow interface. Hydraulic slope, sediment-grain size and the flow vari- jumps were never observed in the expanding ables (discharge, density difference and pipe Froude supercritical jet flow or at the transi- diameter) that define the initial densimetric tion into a density flow. The transition from Froude number. The tested experimental jet to density flow was observed to occur at conditions were classified as follows: (i) a short distance from the orifice, typically at non-aggrading jet flows on non-erodible the crest of the evolving mouth bar. beds, (ii) non-aggrading jet flows on erodi- 152 Marine and River Dune Dynamics – MARID VI – 1-3 April 2019 - Bremen, Germany by the initial densimetric Froude number, the sediment-grain size and the sediment supply. The aspect ratio (length vs. width) was controlled by the densimetric Froude number and increased with higher Froude numbers (Fig. 2). The depth of the scour increased with decreasing densimetric Froude number and more gravitationally- dominated flows. The mouth-bar height in- creased with increasing scour depth and was therefore also controlled by the densimetric Froude number. Experiments with aggrading jet flows led to the vertical and lateral Figure 2. Aspect ratio (length/width) of the mouth- growth of the mouth bar and an infilling of bar crest plotted against the initial densimetric Froude the scour (Fig. 1D). The dimensions and number. steepness of the mouth bar and bedforms were further related to the sediment-grain The decelerated density flow was pushed size with coarser grain sizes causing the away by the jet flow, promoting the for- formation of higher and steeper bars and mation of an underflow (Fig. 1B). Under- bedforms. Internally, mouth bars were char- flows were observed to flow all the way to acterized by prograding foreset-like geome- the distal margins of the plate. In experi- tries (Fig. 1D). ments with low-density jet flows, a rise of a Very low-relief rounded bedforms were buoyant plume was observed. However, observed to form on the distal slope of the rising plumes were also observed to develop mouth bar, where the flow had transitioned from high-density jet flow. to a fully gravity-dominated density flow. Successions formed by the experimental The rounded bedforms on the mouth-bar flows comprised early-stage bedforms, front appeared to be in-phase with the densi- scours and mouth bars and bedforms depos- ty flow. On horizontal plates the mouth-bar ited by the distal density flow (Figs. 1C). deposits passed distally into the early-stage Concentric early-stage bedforms commonly bedforms. The movement and growth of preceded the formation of the scour and these bedforms was very slow and they were mouth bar. The formation of these bedforms starved of sediment, receiving only a small was very rapid and occurred within few fraction of sediment that bypassed the mouth minutes after the start of the flow or sedi- bar. At high sediment supply the mouth bar ment feed, respectively. The geometry of the prograded over the early-stage bedforms. bedforms was primarily controlled by the In experiments on inclined plates density densimetric Froude number. The aspect ratio flows were observed to flow all the way to (length vs. width) of the bedforms crests the distal margins of the plate and led to the increased with increasing densimetric formation of small scours and bedforms be- Froude number, displaying a logarithmic- tween the base of the mouth bar and the dis- style trend (Fig. 2). During the experiments tal margin of the plate, which were aligned the early stage bedforms showed an interac- along preferential flow pathways. tion with the flow thickness, indicating that Bedform trains downflow of the mouth they represent small-scale dunes (Fedele et bar were prominent in runs with fine-grained al., 2017). sediment and low sediment supply, where The formation of scours and mouth bars mouth-bar aggradation was low. The proxi- was observed in all experiments with erodi- mal bedforms were symmetrical, while the ble beds, regardless if sediment was fed into distal bedform were asymmetrical with the jet or not. The geometry and dimensions steeper lee sides. In plan-view the bedforms of the scour and mouth bar were controlled displayed straight crests. Superimposed onto 153 Marine and River Dune Dynamics – MARID VI – 1-3 April 2019 - Bremen, Germany these bedform trains smaller-scale asymmet- rich and bedform successions are indicative rical bedforms occurred. Observations dur- of rapidly waning flows, including deposits ing the runs showed an in-phase relation of hydraulic jumps, antidunes and humpback between the bedform trains and the upper dunes (Powell, 1990; Russell & Arnott, interface of the density flow, indicating that 2003; Winsemann et al., 2009; Lang & Win- they represented antidunes (Fedele et al., semann, 2013; Lang et al., 2017b). Farther 2017). downflow, deposits indicate waning flow Bedform fields laterally adjacent to the and deposition by migrating dunes, (climb- mouth bar were prominent when coarse- ing) ripples and suspension fall-out (Powell, grained sediment was supplied at high rates, 1990; Russell & Arnott, 2003; Winsemann leading to high mouth-bar aggradation and et al., 2009).
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]
  • The Depositional Signature of Strongly Aggradational Chute-And-Pool Bedforms
    Marine and River Dune Dynamics – MARID VI – 1-3 April 2019 - Bremen, Germany Build-up-and-fill structure: The depositional signature of strongly aggradational chute-and-pool bedforms Arnoud Slootman College of Petroleum Engineering & Geosciences, King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia – [email protected] Matthieu J.B. Cartigny Department of Geography, Durham University, Durham, United Kingdom – [email protected] Age J. Vellinga National Oceanography Centre, University of Southampton Waterfront Campus, Southampton, United Kingdom – [email protected] ABSTRACT: Chute -and -pools are unstable, hybrid bedforms of the upper flo w-regime, pop u- lating the stability field in between two stable end-members (antidunes and cyclic steps). Chute-and-pools are manifested by supercritical flow (chute) down the lee side and subcritical flow (pool) on the stoss side, linked through a hydraulic jump in the trough. The associated sedimentary structures reported here were generated at the toe-of-slope of a Pleistocene car- bonate platform dominated by resedimentation of skeletal sand and gravel by supercritical density underflows. It is shown that wave-breaking on growing antidunes occurred without destruction of the antidune like commonly observed for antidunes in subaerial flows. This led to the formation of chute-and-pools that were not preceded by intense upstream scouring, in- terpreted to be the result of high bed aggradation rates. The term aggradational chute-and- pool is proposed for these
    [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]
  • Fluvial Sedimentary Patterns
    ANRV400-FL42-03 ARI 13 November 2009 11:49 Fluvial Sedimentary Patterns G. Seminara Department of Civil, Environmental, and Architectural Engineering, University of Genova, 16145 Genova, Italy; email: [email protected] Annu. Rev. Fluid Mech. 2010. 42:43–66 Key Words First published online as a Review in Advance on sediment transport, morphodynamics, stability, meander, dunes, bars August 17, 2009 The Annual Review of Fluid Mechanics is online at Abstract fluid.annualreviews.org Geomorphology is concerned with the shaping of Earth’s surface. A major by University of California - Berkeley on 02/08/12. For personal use only. This article’s doi: contributing mechanism is the interaction of natural fluids with the erodible 10.1146/annurev-fluid-121108-145612 Annu. Rev. Fluid Mech. 2010.42:43-66. Downloaded from www.annualreviews.org surface of Earth, which is ultimately responsible for the variety of sedi- Copyright c 2010 by Annual Reviews. mentary patterns observed in rivers, estuaries, coasts, deserts, and the deep All rights reserved submarine environment. This review focuses on fluvial patterns, both free 0066-4189/10/0115-0043$20.00 and forced. Free patterns arise spontaneously from instabilities of the liquid- solid interface in the form of interfacial waves affecting either bed elevation or channel alignment: Their peculiar feature is that they express instabilities of the boundary itself rather than flow instabilities capable of destabilizing the boundary. Forced patterns arise from external hydrologic forcing affect- ing the boundary conditions of the system. After reviewing the formulation of the problem of morphodynamics, which turns out to have the nature of a free boundary problem, I discuss systematically the hierarchy of patterns observed in river basins at different scales.
    [Show full text]
  • Role of Upper-Flow-Regime Bedforms Emplaced by Sediment Gravity Flows in the Evolution of Deltas
    Journal of Marine Science and Engineering Review Role of Upper-Flow-Regime Bedforms Emplaced by Sediment Gravity Flows in the Evolution of Deltas Svetlana Kostic 1,*, Daniele Casalbore 2, Francesco Chiocci 2, Jörg Lang 3 and Jutta Winsemann 3 1 Computation Science Research Center, San Diego State University, San Diego, CA 92182, USA 2 Sapienza University of Rome, 00185 Rome, Italy; [email protected] (D.C.); [email protected] (F.C.) 3 Institute for Geology, Leibniz University Hannover, 30167 Hannover, Germany; [email protected] (J.L.); [email protected] (J.W.) * Correspondence: [email protected] Received: 20 November 2018; Accepted: 27 December 2018; Published: 4 January 2019 Abstract: Upper-flow-regime bedforms and their role in the evolution of marine and lacustrine deltas are not well understood. Wave-like undulations on delta foresets are by far the most commonly reported bedforms on deltas and it will take time before many of these features get identified as upper-flow-regime bedforms. This study aims at: (1) Providing a summary of our knowledge to date on deltaic bedforms emplaced by sediment gravity flows; (2) illustrating that these features are most likely transitional upper-flow-regime bedforms; and (3) using field case studies of two markedly different deltas in order to examine their role in the evolution of deltas. The study combines numerical analysis with digital elevation models, outcrop, borehole, and high-resolution seismic data. The Mazzarrà river delta in the Gulf of Patti, Italy, is selected to show that upper-flow-regime bedforms in gullies can be linked to the onset, growth, and evolution of marine deltas via processes of gully initiation, filling, and maintenance.
    [Show full text]
  • Simons Et Al. 2004
    Geomorphic, Hydrologic, Hydraulic and Sediment Concepts Applied To Alluvial Rivers By Daryl B. Simons, Ph.D., P.E., D.B. Simons & Associates, Inc.; Everett V. Richardson, Ph.D., P.E., Ayres Associates, Inc.; Maurice L. Albertson, Ph.D., P.E., Colorado State University; Robert J. Kodoatie, Ph.D., Diponegoro University, Indonesia. 2004 Daryl B. Simons Published by Colorado State University OPEN FILE INTERNET – FREE DOWNLOAD Dedicated to Major Contributors to the Concepts of Flow of Water and Sediment in Alluvial Channels: Paul C. Benedict, U.S. Geological Survey; Donald C. Bondurant, U.S. Corps of Engineers; Whitney M. Borland, U.S. Bureau of Reclamation; Bruce R. Colby, U.S. Geological Survey; Brynon C. Colby, U.S. Geological Survey; Hans A. Einstein, University of California, Berkeley; Dave W. Hubbell, U.S. Geological Survey; E.W. Lane, U.S. Bureau of Reclamation; Emmett M. Laursen, University of Arizona; Luna B. Leopold, U.S. Geological Survey; Carl F. Nordin, U.S. Geological Survey; Hunter Rouse, University of Iowa; Stanley E. Schumm, Colorado State University; Lorenzo G. Straub, University of Minnesota; and Vito A. Vanoni, California Institute of Technology. iii Table of Contents LIST OF SYMBOL ....................................................................................... V ABSTRACT ................................................................................................. IX 1. INTRODUCTION ................................................................................... 1 2. FUNDAMENTALS THAT MUST BE INTEGRATED INTO
    [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]
  • THE SAN JUAN CANYON H PUBLIC
    DEPARTMENT OF THE INTERIOR HUBERT WORK, Secretary UNITED STATES GEOLOGICAL SURVEY GEORGE OTIS SMITH, Director Water-Supply Paper 538 THE SAN JUAN CANYON SOUTHEASTERN UTAH A GEOGRAPHIC AND HYDROGRAPHIC RECONNAISSANCE BY HUGH D. MISER h PUBLIC WASHINGTON GOVERNMENT PRINTING OFFICE 1924 ADDITIONAL COPIES OF THIS PUBLICATION MAT BE PROCURED FKOM THE SUPERINTENDENT OF DOCUMENTS GOVERNMENT PRINTING OFFICE WASHINGTON, D. C. AT 30 CENTS PER COPY CONTENTS Page Location-_________________________________ 1 Present and previous explorations________,________ 1 Acknowledgments ________________________________ 4 Suggestions to overland travelers____________________ 4 Geography _ _____ _ _______ _ _ _ 6 Surface features _________________________,____ & Bluff to Chinle Creek______________________ _ 7 Chinle Creek to Cedar Point__________________-_ 8 Cedar Point to Clay Hill Crossing__________________ 9 Clay Hill Crossing to Piute Farms__________________ 11 Piute Farms to mouth of river____________ _ _ __ 11 Climate____________________________________ 16 Precipitation and temperature___________________ 16 Wind_*._______________________________1_ 17 Soil_______________________________________ 18 Flora_______________________________________ 18 Animals __________________________________ 20 Mineral resources ______________________________ 21 Inhabitants_______________________________j._ 22 Irrigation and agriculture_________________________ 24 Archeology. ___________________________________ 25 Roads and trails ______________________________ 26 Geology_______________________________________
    [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]
  • 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]
  • EGU2015-7279, 2015 EGU General Assembly 2015 © Author(S) 2015
    Geophysical Research Abstracts Vol. 17, EGU2015-7279, 2015 EGU General Assembly 2015 © Author(s) 2015. CC Attribution 3.0 License. Supercritical strata in Lower Paleozoic fluvial rocks: a super critical link to upper flow regime processes and preservation in nature David Lowe and Bill Arnott Department of Earth Sciences, University of Ottawa, Ottawa, Ontario, Canada K1N 6N5 ([email protected]) Recent experimental work has much improved our understanding of the lithological attributes of open-channel supercritical flow deposits, namely those formed by antidunes, chutes-and-pools and cyclic steps. However their limited documentation in the ancient sedimentary record brings into question details about their geological preser- vation. Antidune, chute-and-pool and cyclic step deposits are well developed in sandy ephemeral fluvial deposits of the Upper Cambrian – Lower Ordovician Potsdam Group in the Ottawa Embayment of eastern North America. These high energy fluvial strata form dm- to a few m-thick units intercalated within thick, areally expansive succes- sions of sheet sandstones consisting mostly of wind ripple and adhesion stratification with common deflation lags. Collectively these strata record deposition in a semi-arid environment in which rare, episodic high-energy fluvial events accounted for most of the influx of sediment from upland sources. Following deposition, however, extensive aeolian processes reworked the sediment pile, and hence modified profoundly the preserved stratigraphic record. Antidune deposits occur as 0.2 – 1.6 m thick cosets made up of 2 – 15 cm thick lenticular sets of low angle (≤ 20o) cross-stratified, medium- to coarse-grained sandstone bounded by low-angle (5 – 15o) concave-upward scours and, in many cases, capped by low angle (10 – 15o) convex-upwards symmetrical formsets.
    [Show full text]