SUBJECT INDEX. ~ ~5 physico-chemical properties 254,255 Redox potential 254,255
|
|
- Christal Hood
- 5 years ago
- Views:
Transcription
1 Aggregates: beds formed by deposition 81,82 breakup by fluid shear, introduction 85,86 deposition from flowing water 80 implications in cohesive sediment transport needs for further research 83 quasi-steady coagulation with breakup significance of properties to transport, introduction 66,67 size distribution dynamics in nonsteady emulsion steady state droplet sizes steady state size during breakup suspended aggregate properties Aggregation (see Aggregates) Biota and erosion influence (see also Bioturbation): algae mat communities 258 diatom species, effect 257 enhanced stability, laboratory studies 256 growth on glass beads 256,257 intertidal accretion and erosion, field studies 259 introduction 251,252 rotating channel study 257,258 Biota in sediment (see also Biota and erosion influence; Bioturbation): adhesive secretions 256 biota and organic matter bubble formation 255 living sediments, description ~ ~5 physico-chemical properties 254,255 Redox potential 254,255 Bioturbation: animal tubes 263 Barnstable Sound study 261 Buzzards Bay study 260 feces and pseudo-feces 262,263 flume and field studies 260,261 Long Island Sound study 260,261 tracks and trails 262 Bottom boundary layer modeling: current model 363,364 current-wave model deposition model effect of sediment 373 environmental turbulence 388 equations of motion 399,400 erosion and deposition models erosion model flocculation-effect on deposition 391 flocculation model introduction Mississippi Sound study 386 model review particle size distribution, evolution
2 470 resistance: canopy hydrodynamic sublayer sediment-eddy interaction wave model Characterization of soils using electrical properties: experimental procedure experimental results and discussion influence: pore fluid concentration Sodium Adsorption Ratio 215,216 soil type solid concentration 211,212 instrument accuracy 217 method of measurement 210,211 potential applications Cohesive sediment behavior, engineering purposes: cohesive boundary erosion and deposition 277,278 introduction and objectives models suspensions 275 Cohesive sediment characterization (see also Characterization of soils using electrical properties; Cohesive sediment parameterization): aggregation and settling velocities bed properties deposition dispersive transport 318 erosion 315,316 fluid properties introduction 290,291 model simulation 318,319 sediment and fluid sediment bed 316,317 sediment properties settling velocity measurement transport parameters Cohesive sediment parameterization: bed levels and velocity field concentration (mass and volumetric) ultrasound scans Cohesive sediment transport: continuum mechanics approach: discussion 452,453 introduction 429,430 fundamental framework for dynamics, introduction 219,220 introduction 1-3 nature of cohesive sediments state-of-the-art summary 467,468 Consolidation (see Cohesive sediment characterization; Sediment bed description; Sediment bed modeling; Suspensions - transition to bed)
3 471 Density measurement: bed referenced gauges 208 bottom sensors 208 fathometers 207 field probe design, tentative 217,218 introduction to an electrical method Deposition (see also Cohesive sediment characterization; Cohesive sediment transport; Settling behavior; Settling velocity; Suspensions - vertical transport): deposition behavior Engineering Research Application (see also Characterization of soils using electrical properties; Waterways Experiment Station) Erosion (see also Wave-induced erosion): effects: change in chemical environment 26,27 chemical composition conditions 7 dredging 21, 22 estuary, introduction 5,6 geological increased interaction time particle size and composition problems in study 7-10 sediment mixing erosion process open questions 36 response: annual seasonal effects 17,18 currents neap and spring tides 16,17 resuspension of deposited muds spatial distribution, example temporal and spatial characteristics wave influence 20,21 Flow-sediment interaction (see also Wave-mud interaction): stochastic model Mixture theory: applications background 430,431 balance equations 432,433 constitutive equations kinematics 431,432 Modeling (see Bottom boundary layer modeling; Non-local models; Sediment bed modeling; Wave-mud interaction) Muddy coasts: morphology 402,403 wave-bottom interaction 403 Newly-deposited sediments: observed concentrations 188,189 transport theory approach 189
4 472 Non-local models: applications background 443,444 constitutive equations 445,446 formulation 444,445 Resuspension (see erosion) Rheology (see also Aggregates; Cohesive sediment characterization; Suspensions): clay suspensions erosion 122,123 montmorillonite suspensions 121,122 Na-kaolinite suspensions Sediment bed description: bed structure consolidation theories 330,331 formulation and consolidation 328,329 shear strength 329 swelling and permeability 329,330 Sediment bed modeling: bed model consolidation algorithm erosion algorithm introduction schematization verification and application Settling behavior: discussion experimental results grain size dynamics introduction 151,152 previous work shaking experiments Settling velocity (see also Settling behavior): cohesion 129 comparison of values effect: concentration particle size 137,138 salinity settling height 143,144 temperature 144 tidal range/turbulence field measurement, introduction flocculation 128 general equation 144,145 interparticle collision 128 need for relevant equations 126,127 Owen tube settling process 127,128 Thames Estuary measurements
5 473 Suspensions: application of stratification diagram to field observations bed flux estimation and method limitation clay particle interactions energy dissipation mechanical response 111,112 rheology, introduction 110,111 stratification diagram 178,179 Suspensions - dense: settling velocities 185 transport equations 186,187 transport theory and laboratory experiments 187 Suspensions - transition to bed: discussion of experimental results effective stress 197,198 experimental details experimental results introduction 192,193 soil/water system, characterization 193,194 traditional soil model 194,195 Suspensions - vertical transport: analysis and problems, methods analytic models 173,174 concentration, vertical variations 172 governing equations 172,173 introduction 170,171 numerical models and results (for turbulent suspensions) Waterways Experiment Station: applied research Atchafalaya Bay study fine-grained shoaling 456,457 future directions integrated hydrographic survey systems 457 Kill van Kull study Kings Bay study 458,459 numerical modeling 457,458 site-specific studies Terrebonne Marshes study 463 Wave attenuation: observations from Surinam 47-52,64,65 previous studies Wave-induced erosion: previous studies observations from Louisiana and Surinam 54-57,64,65
THE SETTLING OF MUD FLOCS IN THE DOLLARD ESTUARY, THE NETHERLANDS
THE SETTLING OF MUD FLOCS IN THE DOLLARD ESTUARY, THE NETHERLANDS SUMMARY Chapter 1 Introduction and literature review Morphological changes of estuarine channels and tidal flats depend on erosion, sediment
More informationThe assessment of sediment bed properties within the York River estuary as a function of spring and neap tidal cycles
The assessment of sediment bed properties within the York River estuary as a function of spring and neap tidal cycles Lindsey Kraatz and Carl Friedrichs York River Research Symposium April 20, 2011 Motivation
More information6 THE SIZE AND SETTLING VELOCITY OF FINE-GRAINED SUSPENDED SEDIMENT IN THE DOLLARD ESTUARY. A SYNTHESIS
6 THE SIZE AND SETTLING VELOCITY OF FINE-GRAINED SUSPENDED SEDIMENT IN THE DOLLARD ESTUARY. A SYNTHESIS 6.1 Introduction The general aim of this study was to assess the variations in the size and settling
More informationJ. Bio. & Env. Sci. 2014
Journal of Biodiversity and Environmental Sciences (JBES) ISSN: 2220-6663 (Print) 2222-3045 (Online) Vol. 5, No. 5, p. 75-81, 2014 http://www.innspub.net RESEARCH PAPER OPEN ACCESS Investigation on the
More informationApplying Gerris to Mixing and Sedimentation in Estuaries
Applying Gerris to Mixing and Sedimentation in Estuaries Timothy R. Keen U.S. Naval Research Laboratory Stennis Space Center, Mississippi, U.S.A. 4 July 2011 Université Pierre et Marie Curie Paris, France
More informationLecture 3: Fundamentals of Fluid Flow: fluid properties and types; Boundary layer structure; unidirectional flows
GEOL 440 Sedimentology and stratigraphy: processes, environments and deposits Lecture 3: Fundamentals of Fluid Flow: fluid properties and types; Boundary layer structure; unidirectional flows Why study
More informationMonitoring of sediment dynamics during disposal of dredged harbour sediment in Port of Esbjerg, Denmark
Monitoring of sediment dynamics during disposal of dredged harbour sediment in Port of Esbjerg, Denmark Ulrik Lumborg, DHI Jacob Vested, DHI Signe Marie Ingvardsen, Kystdirektoratet Agenda Port of Esbjerg
More informationDevelopment, Testing and Application of the Multi-Block LTFATE Hydrodynamic and Sediment Transport Model
Development, Testing and Application of the Multi-Block LTFATE Hydrodynamic and Sediment Transport Model Earl Hayter Environmental Lab October 25, 2012 LTFATE Multi-Block Hydrodynamic, Water Quality and
More informationWATER INJECTION DREDGING by L.C. van Rijn
WATER INJECTION DREDGING by L.C. van Rijn (info@leovanrijn-sediment.com) Description of method Almost all harbour basins suffer from the problem of siltation of sediments. Usually, the deposited materials
More informationHIGH RESOLUTION SEDIMENT DYNAMICS IN SALT-WEDGE ESTUARIES
HIGH RESOLUTION SEDIMENT DYNAMICS IN SALT-WEDGE ESTUARIES Philip Orton, Dept. of Environmental Science and Engineering, Oregon Graduate Institute Douglas Wilson, Dept. of Environmental Science and Engineering,
More informationSOLUTIONS TO CHAPTER 5: COLLOIDS AND FINE PARTICLES
SOLUTIONS TO CHAPTER 5: COLLOIDS AND FINE PARTICLES EXERCISE 5.1: Colloidal particles may be either dispersed or aggregated. (a) What causes the difference between these two cases? Answer in terms of interparticle
More informationSediment Dynamics from the Summit to the Sea
Sediment Dynamics from the Summit to the Sea 435 (Proceedings of a symposium held in New Orleans, Louisiana, USA, 11 14 December 214) (IAHS Publ. 367, 214). Effects of salinity and particle concentration
More informationSediment Flux and Trapping on the Skagit Tidal Flats
Sediment Flux and Trapping on the Skagit Tidal Flats W. Rockwell Geyer Woods Hole Oceanographic Institution MS 11, Woods Hole, MA 02543 phone: 508-289-2868 fax: 508-457-2194 email: rgeyer@whoi.edu Peter
More informationPTM: A Lagrangian Particle Tracking Model. Joseph Gailani
PTM: A Lagrangian Particle Tracking Model Joseph Gailani Joe.Z.Gailani@usace.army.mil OUTLINE Motivation for sediment/constituent modeling system Objectives of modeling system Description of PTM PTM Example
More informationB-1. Attachment B-1. Evaluation of AdH Model Simplifications in Conowingo Reservoir Sediment Transport Modeling
Attachment B-1 Evaluation of AdH Model Simplifications in Conowingo Reservoir Sediment Transport Modeling 1 October 2012 Lower Susquehanna River Watershed Assessment Evaluation of AdH Model Simplifications
More informationLinking Sediment Transport in the Hudson from the Tidal River to the Estuary
Linking Sediment Transport in the Hudson from the Tidal River to the Estuary Or, what happened to all the mud from Irene? David Ralston, Rocky Geyer, John Warner, Gary Wall Hudson River Foundation seminar
More information15. Physics of Sediment Transport William Wilcock
15. Physics of Sediment Transport William Wilcock (based in part on lectures by Jeff Parsons) OCEAN/ESS 410 Lecture/Lab Learning Goals Know how sediments are characteried (sie and shape) Know the definitions
More informationResearch Topic Updated on Oct. 9, 2014
Research Topic Updated on Oct. 9, 204 Mixed Cohesive/Non-cohesive Sediments Sedimentation in Estuary: Flocculation Deposition Erosion Transport Consolidation *: It has been recognized that when the fraction
More informationTowards prediction of fines captures
Towards prediction of fines captures over the wide range of depositional environments occurring simultaneously in a typical facility Luca Sittoni, Jill Hanssen, Hugo van Es, Jan van Kester, Rob Uittenbogaard,
More informationAn Integrated Storm Surge, Hurricane Wave, Salinity and Sediment Transport Modeling System for Breton Sound, LA
An Integrated Storm Surge, Hurricane Wave, Salinity and Sediment Transport Modeling System for Breton Sound, LA Q. Jim Chen Department of Civil and Environmental Engineering qchen@lsu.edu Acknowledgements
More informationOCCURRENCE, BEHAVIOUR AND PHYSICAL
OCCURRENCE, BEHAVIOUR AND PHYSICAL PROPERTIES OF FLUID MUD Christine Habermann* and Andreas Wurpts** * Federal Institute of Hydrology /Dpt. Groundwater, Geology and River Morphology, Koblenz ** Franzius-Institute
More informationC C C C 2 C 2 C 2 C + u + v + (w + w P ) = D t x y z X. (1a) y 2 + D Z. z 2
This chapter provides an introduction to the transport of particles that are either more dense (e.g. mineral sediment) or less dense (e.g. bubbles) than the fluid. A method of estimating the settling velocity
More informationSecuring Manoeuverability of a Deep Draft Ship in a Sediment loaded Tidal River Berth
Securing Manoeuverability of a Deep Draft Ship in a Sediment loaded Tidal River Berth O. Stoschek 1, A. Matheja 1 & C. Zimmermann 1 1 Franzius-Institute for Hydraulic, Waterways and Coastal Engineering,
More informationHigh Resolution Numerical Models of Tidal Marshes in the Delaware Bay
High Resolution Numerical Models of Tidal Marshes in the Delaware Bay Ramona Stammermann Dept. of Civil, Architectural & Environmental Engineering, Drexel University, Philadelphia, PA Michael Piasecki
More informationMorphological Modeling of Inlets and Adjacent Shorelines on Engineering Timescales
CB&I Morphological Modeling of Inlets and Adjacent Shorelines on Engineering Timescales Challenges and Model Improvements based on Recent Studies Dobrochinski, J.P.H.; Benedet, L.; Signorin, M.; Pierro,
More informationAn Investigation of the Influence of Waves on Sediment Processes in Skagit Bay
DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. An Investigation of the Influence of Waves on Sediment Processes in Skagit Bay Geoffrey W. Cowles School for Marine Science
More informationCohesive sediment erosion and the Vectrino II. Peter J. Rusello DeFrees Hydraulics Laboratory Cornell University (also with NortekUSA)
Cohesive sediment erosion and the Vectrino II Peter J. Rusello DeFrees Hydraulics Laboratory Cornell University (also with NortekUSA) http://www.flickr.com/photos/rabbit75/5191473522/ Images taken from
More informationModelling of flow and sediment transport in rivers and freshwater deltas Peggy Zinke
1 Modelling of flow and sediment transport in rivers and freshwater deltas Peggy Zinke with contributions from Norwegian and international project partners 2 Outline 1. Introduction 2. Basic ideas of flow
More informationChapter 1 Introduction
Chapter 1 Introduction 1.1 Statement of the Problem Engineering properties of geomaterials are very important for civil engineers because almost everything we build - tunnels, bridges, dams and others
More informationApplying Electrical Resistivity Methods for Measuring Dredged Material Density in Hopper Bins
DRP-3-07 November 1992 Dredging Technical Research Notes Applying Electrical Resistivity Methods for Measuring Dredged Material Density in Hopper Bins Purpose This technical note provides information on
More informationSEDIMENT TRANSPORT IN RIVER MOUTH ESTUARY
SEDIMENT TRANSPORT IN RIVER MOUTH ESTUARY Katsuhide YOKOYAMA, Dr.Eng. dredge Assistant Professor Department of Civil Engineering Tokyo Metropolitan University 1-1 Minami-Osawa Osawa, Hachioji,, Tokyo,
More informationParticle Tracking Model (PTM): II. Overview of Features and Capabilities
Particle Tracking Model (PTM): II. Overview of Features and Capabilities PURPOSE: This Dredging Operations and Engineering Research (DOER) Technical Note (TN) is the second in a series. It describes the
More informationTable of Contents. Preface... xiii
Preface... xiii PART I. ELEMENTS IN FLUID MECHANICS... 1 Chapter 1. Local Equations of Fluid Mechanics... 3 1.1. Forces, stress tensor, and pressure... 4 1.2. Navier Stokes equations in Cartesian coordinates...
More informationFLOCCULATION AND TRANSPORT OF COHESIVE SEDIMENT
FLOCCULATION AND TRANSPORT OF COHESIVE SEDIMENT By MINWOO SON A DISSERTATION PRESENTED TO THE GRADUATE SCHOOL OF THE UNIVERSITY OF FLORIDA IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR
More informationDEPARTMENT OF THE ARMY WATERWAYS EXPERIMENT STATION. CORPS OF ENGINEERS P. 0. BOX 631 VICKSBURG. MISSISSIPPI 39180
DEPARTMENT OF THE ARMY WATERWAYS EXPERIMENT STATION. CORPS OF ENGINEERS P. 0. BOX 631 VICKSBURG. MISSISSIPPI 39180 IN REPLY REF6R TO: WESYV 31 July 1978 SUBJECT: Transmittal of Technical Report D-78-34
More informationSimulating the large-scale spatial sand-mud distribution in a schematized process-based tidal inlet system model
DOI: 10.3990/2.196 Simulating the large-scale spatial sand-mud distribution in a schematized process-based tidal inlet system model F. Scheel1,2,3, M. van Ledden1,2, B.C. van Prooijen1 and M.J.F. Stive1
More informationD.R. Rector, M.L. Stewart and A.P. Poloski Pacific Northwest National Laboratory P.O. Box 999, Richland, WA
Modeling of Sediment Bed Behavior for Critical Velocity in Horizontal Piping 9263 D.R. Rector, M.L. Stewart and A.P. Poloski Pacific Northwest National Laboratory P.O. Box 999, Richland, WA ABSTRACT A
More informationAppendix G.19 Hatch Report Pacific NorthWest LNG Lelu Island LNG Maintenance Dredging at the Materials Offloading Facility
Appendix G.19 Hatch Report Pacific NorthWest LNG Lelu Island LNG Maintenance Dredging at the Materials Offloading Facility Project Memo H345670 To: Capt. David Kyle From: O. Sayao/L. Absalonsen December
More informationSALINITY EFFECT ON SETTLING VELOCITY AT HARBOUR BASINS Study case: Marina do Parque das Nações. Susana Santos Serra Carrilho Ramos
SALINITY EFFECT ON SETTLING VELOCITY AT HARBOUR BASINS Study case: Marina do Parque das Nações Susana Santos Serra Carrilho Ramos Instituto Superior Técnico, Universidade Técnica de Lisboa Abstract Sedimentation
More informationArchimer
Please note that this is an author-produced PDF of an article accepted for publication following peer review. The definitive publisher-authenticated version is available on the publisher Web site Continental
More informationHindcasting morphodynamic evolution with sand mud interactions in the Yangtze Estuary
doi:10.5194/piahs-368-430-2015 430 Remote Sensing and GIS for Hydrology and Water Resources (IAHS Publ. 368, 2015) (Proceedings RSHS14 and ICGRHWE14, Guangzhou, China, August 2014). Hindcasting morphodynamic
More informationCHAPTER 126 ^^^C^SR, SEDIMENTATION STUDIES ON THE NIGER RIVER DELTA
CHAPTER 126 SEDIMENTATION STUDIES ON THE NIGER RIVER DELTA Ramiro Mayor-Mora, D. Eng. (1) Preben Mortensen, M.Sc. (2) Jorgen Fredsoe, M.Sc. (2) 1. Introduction An area of the Niger River Delta was studied
More informationPDCE2007. Possibilities of minimizing sedimentation in harbours in a brackish tidal environment
PDCE2007 Possibilities of minimizing sedimentation in harbours in a brackish tidal environment Dr.-Ing. Oliver Stoschek DHI Wasser& Umwelt GmbH, Syke, Germany Abstract Sedimentation in harbour entrances
More informationMichael Walsworth, Ryan Sullivan, Simi Odueyungbo, William Budd
Michael Walsworth, Ryan Sullivan, Simi Odueyungbo, William Budd Estuarine Environment At first (Pritchard, 1967), an estuary was defined by the salinity of the water. Then by Clifton (1982) as an inlet
More informationErosion of sand under high flow velocities
Delft University of Technology Faculty of Mechanical, Maritime and Materials Engineering Department of Offshore Engineering Erosion of sand under high flow velocities Author: Juneed Sethi MSc Thesis Thesis
More informationTexas A & M University and U.S. Bureau of Reclamation Hydrologic Modeling Inventory Model Description Form
Texas A & M University and U.S. Bureau of Reclamation Hydrologic Modeling Inventory Model Description Form JUNE, 1999 Name of Model: Two-Dimensional Alluvial River and Floodplain Model (MIKE21 CHD & CST)
More informationProcesses Affecting Exchange of Mud between Tidal Channels and Flats
DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. Processes Affecting Exchange of Mud between Tidal Channels and Flats Paul S. Hill Department of Oceanography Dalhousie
More informationProcesses Affecting Exchange of Mud Between Tidal Channels and Flats
DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. Processes Affecting Exchange of Mud Between Tidal Channels and Flats Brent Law and Timothy G. Milligan Fisheries and Oceans
More informationMulti-Class Sediment Dynamics and Export in the Fraser River Estuary
Multi-lass Sediment Dynamics and Export in the Fraser River Estuary Philip Orton, David Jay, Tom hisholm Department of Environmental and Biomolecular Systems Oregon Health & Science University Funded by
More informationEffect of hydrodynamics factors on flocculation processes in estuaries
Effect of hydrodynamics factors on flocculation processes in estuaries A. Mhashhash; B. Bockelmann-Evans and S. Pan School of Engineering, Cardiff University, mhashhashaf1@cardiff.ac.uk ABSTRACT: Cohesive
More informationProf. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
05 Clay particle-water interaction & Index properties Electrical nature of clay particles a) Electrical charges i) The two faces of all platy particles have a negative charge. Resulting due to isomorphous
More informationMEMORANDUM. Scott Pickard, CELRB-TD-EH Michael Asquith, CELRB-PM-PM. From: Paul R. Schroeder, Ph.D., PE Earl Hayter, Ph.D. Date: 14 March 2016
DEPARTMENT OF THE ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER, CORPS OF ENGINEERS ENVIRONMENTAL LABORATORY WATERWAYS EXPERIMENT STATION, 3909 HALLS FERRY ROAD VICKSBURG, MISSISSIPPI 39180-6199 29 November
More informationDynamics of the Ems Estuary
Dynamics of the Ems Estuary Physics of coastal systems Jerker Menninga 0439738 Utrecht University Institute for Marine and Atmospheric research Utrecht Lecturer: Prof. dr. H.E. de Swart Abstract During
More informationPrinciples of Convective Heat Transfer
Massoud Kaviany Principles of Convective Heat Transfer Second Edition With 378 Figures Springer Contents Series Preface Preface to the Second Edition Preface to the First Edition Acknowledgments vii ix
More informationAnderson-Ketron PSDDA Disposal Site Fate and Transport Modeling
Pierce County Washington Anderson-Ketron PSDDA Disposal Site Fate and Transport Modeling Design Memorandum September 2014 Table of Contents 1 Introduction... 3 1.1 Purpose and Scope... 3 1.2 Project Description:
More informationSediment Transport and Strata Formation in the Adriatic Sea
Sediment Transport and Strata Formation in the Adriatic Sea Wayne R. Geyer James D. Irish Peter A. Traykovski Woods Hole Oceanographic Institution Woods Hole, MA 02543 Tel. (508) 289-2868, Fax: (508) 457-2194,
More informationSediment Transport at Density Fronts in Shallow Water: a Continuation of N
DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. Sediment Transport at Density Fronts in Shallow Water: a Continuation of N00014-08-1-0846 David K. Ralston Applied Ocean
More informationMIKE 21 & MIKE 3 Flow Model FM. Mud Transport Module. Short Description
MIKE 21 & MIKE 3 Flow Model FM Mud Transport Module Short Description DHI headquarters Agern Allé 5 DK-2970 Hørsholm Denmark +45 4516 9200 Telephone +45 4516 9333 Support +45 4516 9292 Telefax mike@dhigroup.com
More informationMorphodynamic Response of Tidal Mudflats to Marine Cohesive Sediment Influx
Morphodynamic Response of Tidal Mudflats to Marine Cohesive Sediment Influx Wongsoredjo Samor Master of Science in Earth Sciences Thesis Utrecht, 2016 Utrecht University, Faculty of Geosciences Morphodynamic
More informationASSESSMENT OF DREDGING-INDUCED SEDIMENTATION ON WINTER FLOUNDER SPAWNING HABITAT
ASSESSMENT OF DREDGING-INDUCED SEDIMENTATION ON WINTER FLOUNDER SPAWNING HABITAT Lackey, Tahirih C. 1, Kim, Sung-Chan 2, and Clarke, Douglas G. 3 ABSTRACT This study investigates the fate of sediment suspended
More informationEpisodic and Long-Term Sediment Transport Capacity in The Hudson River Estuary
Estuaries and Coasts (2009) 32:1130 1151 DOI 10.1007/s12237-009-9206-4 Episodic and Long-Term Sediment Transport Capacity in The Hudson River Estuary David K. Ralston & W. Rockwell Geyer Received: 1 September
More informationMODELLING UNDER-ICE MOVEMENT OF COHESIVE SEDIMENTS: HAY RIVER, NORTHWEST TERRITORIES, CANADA
Ice in the Environment: Proceedings of the 16th IAHR International Symposium on Ice Dunedin, New Zealand, nd 6th December 00 International Association of Hydraulic Engineering and Research MODELLING UNDER-ICE
More informationProcesses Controlling Transfer of Fine-Grained Sediment Within and Between Channels and Flats on Intertidal Flats
Processes Controlling Transfer of Fine-Grained Sediment Within and Between Channels and Flats on Intertidal Flats Andrea S. Ogston School of Oceanography Box 357940 Seattle, WA 98195 phone: (206) 543-0768
More informationThe role of a movable sandy-bed in modelling open-channel flow
18 ème Congrès Français de Mécanique Grenoble, 7-31 août 007 The role of a movable sandy-bed in modelling open-channel flow Herrera-Granados Oscar Wrocław University of Technology (WUT) Instytut Geotechniki
More information(3) Sediment Movement Classes of sediment transported
9/17/15 (3) Sediment Movement Classes of sediment transported Dissolved load Suspended load Important for scouring algae Bedload (5-10% total load) Moves along bed during floods Source of crushing for
More informationGeotechnical Properties of Soil
Geotechnical Properties of Soil 1 Soil Texture Particle size, shape and size distribution Coarse-textured (Gravel, Sand) Fine-textured (Silt, Clay) Visibility by the naked eye (0.05 mm is the approximate
More informationEffects of possible land reclamation projects on siltation in the Rotterdam harbour area. A model study.
Effects of possible land reclamation projects on siltation in the Rotterdam harbour area. A model study. J.M. de Kok
More informationProcesses Affecting Exchange of Mud Between Tidal Channels and Flats
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited. Processes Affecting Exchange of Mud Between Tidal Channels and Flats Timothy G. Milligan and Brent A. Law Fisheries and
More informationSediment resuspension from shoaling internal solitary waves. Daniel Bourgault, Institut des sciences de la mer de Rimouski, Rimouski, QC, Canada
Generated using V3.0 of the official AMS LATEX template journal page layout FOR AUTHOR USE ONLY, NOT FOR SUBMISSION! Sediment resuspension from shoaling internal solitary waves Daniel Bourgault, Institut
More informationRun 028 (Note: error in UKC at start of exercise due incorrect tide input then corrected ok.)
Run 027 RNZ Full Bridge Simulation Run Plots Final Report Be-Software August 2016 Prepared for Royal Haskoning DHV on behalf of Refining New Zealand Limited 27 Run 028 (Note: error in UKC at start of exercise
More informationMonitoring of Suspended Sediment Plume Formed During Oyster Shell Dredging in the James River, Virginia, August 2001
Monitoring of Suspended Sediment Plume ormed uring Oyster Shell redging in the James River, Virginia, ugust 21 inal Report Prepared for the Virginia Marine Resources ommission by arl T. riedrichs and Grace
More informationChapter 3 Sedimentation of clay minerals
Chapter 3 Sedimentation of clay minerals 3.1 Clay sedimentation on land 3.2 From land to sea 3.3 Clay sedimentation in the sea 1 3.1 Clay sedimentation on land Deserts Glaciers Rivers Lacustrine 2 University
More informationOn interfacial instability as a cause of transverse subcritical bed forms
On interfacial instability as a cause of transverse subcritical bed forms Venditti, J.G., Church, M. and Bennett, S. J. (2006) Water Resources Research, 42 Two main questions 1. By what processes are bed
More informationAssessment of the performance of a turbulence closure model: along the tidally-influenced Kaipara River to the estuary, NZ
Assessment of the performance of a turbulence closure model: along the tidally-influenced Kaipara River to the estuary, NZ Berengere S. Dejeans 1, Julia C. Mullarney 2, Iain T. MacDonald 3 and Glen M.
More informationSEDIMENT CONCENTRATIONS AND TRANSPORT DUE TO NEAR-BED JET FLOW: STJET-MODEL
SEDIMENT CONCENTRATIONS AND TRANSPORT DUE TO NEAR-BED JET FLOW: STJET-MODEL 1. Introduction This note describes the STjet-model, which computes the sediment concentrations and transport generated by a
More informationDevelopment and application of demonstration MIKE 21C morphological model for a bend in Mekong River
Development and application of demonstration MIKE 21C morphological model for a bend in Mekong River September 2015 0 Table of Contents 1. Introduction... 2 2. Data collection... 3 2.1 Additional data...
More informationCORPS IMPLEMENTATION OF NAUTICAL DEPTH IN CHANNELS WITH FLUID MUD
CORPS IMPLEMENTATION OF NAUTICAL DEPTH IN CHANNELS WITH FLUID MUD Timothy Welp, Dennis Webb and Keith Martin ERDC Steve Reid and Herb Bullock Mobile District Mike Sullivan, Chris Colombo and Andrew Oakman
More informationIMPACTS OF MARINE ENERGY ON COASTAL SEDIMENTATION B) TIDAL POWER C) COASTAL SEDIMENTS D) GRAND CHALLENGES
IMPACTS OF MARINE ENERGY ON COASTAL SEDIMENTATION DAVID PRANDLE A) MARINE ENERGY PRACTICALITIES? B) TIDAL POWER C) COASTAL SEDIMENTS D) GRAND CHALLENGES MARINE ENERGY PRACTICALITIES? PARAMETER THEORY LA
More informationWave-Sediment Interaction in Muddy Environments: A Field Experiment
Wave-Sediment Interaction in Muddy Environments: A Field Experiment Alexandru Sheremet, Ashish J. Mehta Civil & Coastal Engineering, 365 Weil Hall University of Florida, Gainesville, FL 32611 phone: (352)
More informationSand Ripple Dynamics on the Inner Shelf
Sand Ripple Dynamics on the Inner Shelf Donald N. Slinn Department of Civil and Coastal Engineering, University of Florida Gainesville, FL 32611-6590, Phone: (352) 392-9537 x 1431 Fax: (352) 392-3466 E-mail:
More informationMicromechanics of Colloidal Suspensions: Dynamics of shear-induced aggregation
: Dynamics of shear-induced aggregation G. Frungieri, J. Debona, M. Vanni Politecnico di Torino Dept. of Applied Science and Technology Lagrangian transport: from complex flows to complex fluids Lecce,
More informationReexamining the Relationship of Beryllium-7 Adsorption to Grain Size in the York River, Virginia
Reexamining the Relationship of Beryllium-7 Adsorption to Grain Size in the York River, Virginia A thesis submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Geology
More informationModeling Sediment Transport In the York River
Final Report Modeling Sediment Transport In the York River Prepared for Chesapeake Bay Program Environmental Protection Agency Desired Outcome ID #: RA-4, Understanding Nutrient and Sediment Delivery Process
More informationLONG-TERM SETTLING CHARACTERISTICS OF SOME CLAYS by
LONG-TERM SETTLING CHARACTERISTICS OF SOME CLAYS by T. J. TOBIAS and A. P. RUOTSALA Michigan Technological University, Houghton, Michigan ABSTRACT A SERIES of experiments was set up, the purpose of which
More informationOptimal Design of Sediment Diversions for Delta Restoration: lessons learned from examples
Optimal Design of Sediment Diversions for Delta Restoration: lessons learned from examples Samuel Bentley 1, Angelina Freeman 2, Clinton S. Willson 1, Liviu Giosan 3, Jaye Cable 4 1 LSU 2 EDF 3 WHOI 4
More informationNAME: GEL 109 Final Winter 2010
GEL 109 Final Winter 2010 1. The following stratigraphic sections represents a single event followed by the slow accumulation of background sedimentation of shale. Describe the flows that produced the
More informationPredicting the Evolution of Tidal Channels in Muddy Coastlines
Predicting the Evolution of Tidal Channels in Muddy Coastlines Sergio Fagherazzi Address Department of Earth Sciences and Center for Computational Science, Boston University, Boston MA 02215 Phone: 617-353-2092
More information1 Shoreline Landforms 2. 2 Emergent v. Submergent 2. 3 Wavecutting 3. 4 Planview 4. 5 Marine Terraces 5. 6 California 7. 7 Tombolos, Sea Stacks 8
Shorelines November 9, 2008 Contents 1 Shoreline Landforms 2 2 Emergent v. Submergent 2 3 Wavecutting 3 4 Planview 4 5 Marine Terraces 5 6 California 7 7 Tombolos, Sea Stacks 8 8 Active Processes 9 9 Emergence
More informationSOIL STRUCTURE AND FABRIC
SOIL STRUCTURE AND FABRIC The structure of a soil is taken to mean both the geometric arrangement of the particles or mineral grains as well as the interparticle forces which may act between them. Soil
More informationHigh Resolution Numerical Modeling of Cohesive Sediment Transport
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited. High Resolution Numerical Modeling of Cohesive Sediment Transport Tian-Jian Hsu Civil and Environmental Engineering Center
More informationPART 2:! FLUVIAL HYDRAULICS" HYDROEUROPE
PART 2:! FLUVIAL HYDRAULICS" HYDROEUROPE 2009 1 HYDROEUROPE 2009 2 About shear stress!! Extremely complex concept, can not be measured directly!! Computation is based on very primitive hypotheses that
More informationTIDAL FLAT EVOLUTION AT THE CENTRAL JIANGSU COAST, CHINA
Proceedings of the Sixth International Conference on Asian and Pacific Coasts (APAC 211) December 14 16, 211, Hong Kong, China TIDAL FLAT EVOLUTION AT THE CENTRAL JIANGSU COAST, CHINA Z. GONG State Key
More informationSediment Transport Modelling of Proposed Maintenance Dredging of the Outer and Inner Berths at the Aughinish Marine Terminal, Shannon Estuary
Sediment Transport Modelling of Proposed Maintenance Dredging of the Outer and Inner Berths at the Aughinish Marine Terminal, Shannon Estuary Prepared for Malachy Walsh & Partners On behalf of Aughinish
More informationContents. Preface XIII. 1 General Introduction 1 References 6
VII Contents Preface XIII 1 General Introduction 1 References 6 2 Interparticle Interactions and Their Combination 7 2.1 Hard-Sphere Interaction 7 2.2 Soft or Electrostatic Interaction 7 2.3 Steric Interaction
More informationCoastal and Hydraulics Laboratory
ERDC/CHL TR-09-6 Houston-Galveston Navigation Channels, Texas Project Navigation Channel Sedimentation Study, Phase 2 Plan Simulations Jennifer N. Tate and Cassandra G. Ross August 2009 Coastal and Hydraulics
More informationClyde River Landslide
Clyde River Landslide Department of Geology, Perkins Hall, University of Vermont, Burlington, VT 05405 Abstract: This paper investigates a landslide on the Clyde River in Newport, Vermont. The landslide
More informationWest Galveston Bay Regional Sediment Management Plan (An Eco-geomorphologic Approach)
West Galveston Bay Regional Sediment Management Plan (An Eco-geomorphologic Approach) Juan Moya, Matthew Mahoney and Mike Smith Restore America s Estuaries Conference Tampa, FL, October 23, 2012 Atkins
More informationWave-Sediment Interaction in Muddy Environments: A Field Experiment
Wave-Sediment Interaction in Muddy Environments: A Field Experiment Alexandru Sheremet Civil & Coastal Engineering, 365 Weil Hall, University of Florida, Gainesville, FL 32611 phone: (352) 392-9537/1429
More informationU.S. Army Corps of Engineers Detroit District. Sediment Trap Assessment Saginaw River, Michigan
U.S. Army Corps of Engineers Detroit District December 2001 December 2001 This report has been prepared for USACE, Detroit District by: W.F. BAIRD & ASSOCIATES LTD. 2981 YARMOUTH GREENWAY MADISON, WISCONSIN
More information