Response of Alluvial Rivers to Slow Active Tectonic Movement
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Measurement of Bedload Transport in Sand-Bed Rivers: a Look at Two Indirect Sampling Methods
Published online in 2010 as part of U.S. Geological Survey Scientific Investigations Report 2010-5091. Measurement of Bedload Transport in Sand-Bed Rivers: A Look at Two Indirect Sampling Methods Robert R. Holmes, Jr. U.S. Geological Survey, Rolla, Missouri, United States. Abstract Sand-bed rivers present unique challenges to accurate measurement of the bedload transport rate using the traditional direct sampling methods of direct traps (for example the Helley-Smith bedload sampler). The two major issues are: 1) over sampling of sand transport caused by “mining” of sand due to the flow disturbance induced by the presence of the sampler and 2) clogging of the mesh bag with sand particles reducing the hydraulic efficiency of the sampler. Indirect measurement methods hold promise in that unlike direct methods, no transport-altering flow disturbance near the bed occurs. The bedform velocimetry method utilizes a measure of the bedform geometry and the speed of bedform translation to estimate the bedload transport through mass balance. The bedform velocimetry method is readily applied for the estimation of bedload transport in large sand-bed rivers so long as prominent bedforms are present and the streamflow discharge is steady for long enough to provide sufficient bedform translation between the successive bathymetric data sets. Bedform velocimetry in small sand- bed rivers is often problematic due to rapid variation within the hydrograph. The bottom-track bias feature of the acoustic Doppler current profiler (ADCP) has been utilized to accurately estimate the virtual velocities of sand-bed rivers. Coupling measurement of the virtual velocity with an accurate determination of the active depth of the streambed sediment movement is another method to measure bedload transport, which will be termed the “virtual velocity” method. -
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. -
Missouri River Floodplain from River Mile (RM) 670 South of Decatur, Nebraska to RM 0 at St
Hydrogeomorphic Evaluation of Ecosystem Restoration Options For The Missouri River Floodplain From River Mile (RM) 670 South of Decatur, Nebraska to RM 0 at St. Louis, Missouri Prepared For: U. S. Fish and Wildlife Service Region 3 Minneapolis, Minnesota Greenbrier Wetland Services Report 15-02 Mickey E. Heitmeyer Joseph L. Bartletti Josh D. Eash December 2015 HYDROGEOMORPHIC EVALUATION OF ECOSYSTEM RESTORATION OPTIONS FOR THE MISSOURI RIVER FLOODPLAIN FROM RIVER MILE (RM) 670 SOUTH OF DECATUR, NEBRASKA TO RM 0 AT ST. LOUIS, MISSOURI Prepared For: U. S. Fish and Wildlife Service Region 3 Refuges and Wildlife Minneapolis, Minnesota By: Mickey E. Heitmeyer Greenbrier Wetland Services Advance, MO 63730 Joseph L. Bartletti Prairie Engineers of Illinois, P.C. Springfield, IL 62703 And Josh D. Eash U.S. Fish and Wildlife Service, Region 3 Water Resources Branch Bloomington, MN 55437 Greenbrier Wetland Services Report No. 15-02 December 2015 Mickey E. Heitmeyer, PhD Greenbrier Wetland Services Route 2, Box 2735 Advance, MO 63730 www.GreenbrierWetland.com Publication No. 15-02 Suggested citation: Heitmeyer, M. E., J. L. Bartletti, and J. D. Eash. 2015. Hydrogeomorphic evaluation of ecosystem restoration options for the Missouri River Flood- plain from River Mile (RM) 670 south of Decatur, Nebraska to RM 0 at St. Louis, Missouri. Prepared for U. S. Fish and Wildlife Service Region 3, Min- neapolis, MN. Greenbrier Wetland Services Report 15-02, Blue Heron Conservation Design and Print- ing LLC, Bloomfield, MO. Photo credits: USACE; http://statehistoricalsocietyofmissouri.org/; Karen Kyle; USFWS http://digitalmedia.fws.gov/cdm/; Cary Aloia This publication printed on recycled paper by ii Contents EXECUTIVE SUMMARY .................................................................................... -
River Dynamics 101 - Fact Sheet River Management Program Vermont Agency of Natural Resources
River Dynamics 101 - Fact Sheet River Management Program Vermont Agency of Natural Resources Overview In the discussion of river, or fluvial systems, and the strategies that may be used in the management of fluvial systems, it is important to have a basic understanding of the fundamental principals of how river systems work. This fact sheet will illustrate how sediment moves in the river, and the general response of the fluvial system when changes are imposed on or occur in the watershed, river channel, and the sediment supply. The Working River The complex river network that is an integral component of Vermont’s landscape is created as water flows from higher to lower elevations. There is an inherent supply of potential energy in the river systems created by the change in elevation between the beginning and ending points of the river or within any discrete stream reach. This potential energy is expressed in a variety of ways as the river moves through and shapes the landscape, developing a complex fluvial network, with a variety of channel and valley forms and associated aquatic and riparian habitats. Excess energy is dissipated in many ways: contact with vegetation along the banks, in turbulence at steps and riffles in the river profiles, in erosion at meander bends, in irregularities, or roughness of the channel bed and banks, and in sediment, ice and debris transport (Kondolf, 2002). Sediment Production, Transport, and Storage in the Working River Sediment production is influenced by many factors, including soil type, vegetation type and coverage, land use, climate, and weathering/erosion rates. -
Stream Restoration, a Natural Channel Design
Stream Restoration Prep8AICI by the North Carolina Stream Restonltlon Institute and North Carolina Sea Grant INC STATE UNIVERSITY I North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex, age or disability. In addition, the two Universities welcome all persons without regard to sexual orientation. Contents Introduction to Fluvial Processes 1 Stream Assessment and Survey Procedures 2 Rosgen Stream-Classification Systems/ Channel Assessment and Validation Procedures 3 Bankfull Verification and Gage Station Analyses 4 Priority Options for Restoring Incised Streams 5 Reference Reach Survey 6 Design Procedures 7 Structures 8 Vegetation Stabilization and Riparian-Buffer Re-establishment 9 Erosion and Sediment-Control Plan 10 Flood Studies 11 Restoration Evaluation and Monitoring 12 References and Resources 13 Appendices Preface Streams and rivers serve many purposes, including water supply, The authors would like to thank the following people for reviewing wildlife habitat, energy generation, transportation and recreation. the document: A stream is a dynamic, complex system that includes not only Micky Clemmons the active channel but also the floodplain and the vegetation Rockie English, Ph.D. along its edges. A natural stream system remains stable while Chris Estes transporting a wide range of flows and sediment produced in its Angela Jessup, P.E. watershed, maintaining a state of "dynamic equilibrium." When Joseph Mickey changes to the channel, floodplain, vegetation, flow or sediment David Penrose supply significantly affect this equilibrium, the stream may Todd St. John become unstable and start adjusting toward a new equilibrium state. -
Chapter 4: Land Degradation
Final Government Distribution Chapter 4: IPCC SRCCL 1 Chapter 4: Land Degradation 2 3 Coordinating Lead Authors: Lennart Olsson (Sweden), Humberto Barbosa (Brazil) 4 Lead Authors: Suruchi Bhadwal (India), Annette Cowie (Australia), Kenel Delusca (Haiti), Dulce 5 Flores-Renteria (Mexico), Kathleen Hermans (Germany), Esteban Jobbagy (Argentina), Werner Kurz 6 (Canada), Diqiang Li (China), Denis Jean Sonwa (Cameroon), Lindsay Stringer (United Kingdom) 7 Contributing Authors: Timothy Crews (The United States of America), Martin Dallimer (United 8 Kingdom), Joris Eekhout (The Netherlands), Karlheinz Erb (Italy), Eamon Haughey (Ireland), 9 Richard Houghton (The United States of America), Muhammad Mohsin Iqbal (Pakistan), Francis X. 10 Johnson (The United States of America), Woo-Kyun Lee (The Republic of Korea), John Morton 11 (United Kingdom), Felipe Garcia Oliva (Mexico), Jan Petzold (Germany), Mohammad Rahimi (Iran), 12 Florence Renou-Wilson (Ireland), Anna Tengberg (Sweden), Louis Verchot (Colombia/The United 13 States of America), Katharine Vincent (South Africa) 14 Review Editors: José Manuel Moreno Rodriguez (Spain), Carolina Vera (Argentina) 15 Chapter Scientist: Aliyu Salisu Barau (Nigeria) 16 Date of Draft: 07/08/2019 17 Subject to Copy-editing 4-1 Total pages: 186 Final Government Distribution Chapter 4: IPCC SRCCL 1 2 Table of Contents 3 Chapter 4: Land Degradation ......................................................................................................... 4-1 4 Executive Summary ........................................................................................................................ -
Morphological Bedload Transport in Gravel-Bed Braided Rivers
Western University Scholarship@Western Electronic Thesis and Dissertation Repository 6-16-2017 12:00 AM Morphological Bedload Transport in Gravel-Bed Braided Rivers Sarah E. K. Peirce The University of Western Ontario Supervisor Dr. Peter Ashmore The University of Western Ontario Graduate Program in Geography A thesis submitted in partial fulfillment of the equirr ements for the degree in Doctor of Philosophy © Sarah E. K. Peirce 2017 Follow this and additional works at: https://ir.lib.uwo.ca/etd Part of the Physical and Environmental Geography Commons Recommended Citation Peirce, Sarah E. K., "Morphological Bedload Transport in Gravel-Bed Braided Rivers" (2017). Electronic Thesis and Dissertation Repository. 4595. https://ir.lib.uwo.ca/etd/4595 This Dissertation/Thesis is brought to you for free and open access by Scholarship@Western. It has been accepted for inclusion in Electronic Thesis and Dissertation Repository by an authorized administrator of Scholarship@Western. For more information, please contact [email protected]. Abstract Gravel-bed braided rivers, defined by their multi-thread planform and dynamic morphology, are commonly found in proglacial mountainous areas. With little cohesive sediment and a lack of stabilizing vegetation, the dynamic morphology of these rivers is the result of bedload transport processes. Yet, our understanding of the fundamental relationships between channel form and bedload processes in these rivers remains incomplete. For example, the area of the bed actively transporting bedload, known as the active width, is strongly linked to bedload transport rates but these relationships have not been investigated systematically in braided rivers. This research builds on previous research to investigate the relationships between morphology, bedload transport rates, and bed-material mobility using physical models of braided rivers over a range of constant channel-forming discharges and event hydrographs. -
Sediment in Alluvial Rivers and Channels
Module 2 The Science of Surface and Ground Water Version 2 CE IIT, Kharagpur Lesson 10 Sediment Dynamics in Alluvial Rivers and Channels Version 2 CE IIT, Kharagpur Instructional Objectives On completion of this lesson, the student shall be able to learn the following: 1. The mechanics of sediment movement in alluvial rivers 2. Different types of bed forms in alluvial rivers 3. Quantitative assessment of sediment transport 4. Resistance equations for flow 5. Bed level changes in alluvial channels due to natural and artificial causes 6. Mathematical modelling of sediment transport 2.10.0 Introduction In Lesson 2.9, we looked into the aspects of sediment generation due to erosion in the upper catchments of a river and their transport by the river towards the sea. On the way, some of this sediment might get deposited, if the stream power is not sufficient enough. It was noted that it is the shear stress at the riverbed that causes the particles near the bed to move provided the shear is greater than the critical shear stress of the particle which is proportional to the particle size. Hence, the same shear generated by a particular flow may be able to move of say, sand particles, but unable to cause movement of gravels. The particles which move due to the average bed shear stress exceeding the critical shear stress of the particle display different ways of movement depending on the flow condition, sediment size, fluid and sediment densities, and the channel conditions. At relatively slow shear stress, the particles roll or slide along the bed. -
Total Bed-Material Discharge in Alluvial Channels
Total Bed-Material Discharge in Alluvial Channels GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1498-1 Total Bed-Material Discharge in Alluvial Channels By F. M. CHANG, D. B. SIMONS, and E. V. RICHARDSON STUDIES OF FLOW IN ALLUVIAL CHANNELS GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1498-1 UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1965 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY William T. Pecora, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C., 20402 - Price 20 cents (paper cover) CONTENTS Page Symbols_ _______________________________________________________ iv Abstract__ _____________________________________________________ I 1 Introduction._ ____________________________________________________ 1 Scope._______________________________________________________ 1 Acknowledgments. ____________________________________________ 3 Analysis of sediment size.__________________________________________ 3 Velocity distribution in alluvial channels____________________________ 5 Bed-material discharge._------__-______-_-_________________________ 8 Contact-bed-material discharge________________________________ 10 Suspended-bed-material discharge.______________________________ 13 Total bed-material discharge._________-_____-_-___________----__ 16 Evaluation.__________________________________________________ 18 Summary and conclusions__--_-__________-_-__-___-_______--_-___ 20 References_ _ ____________________________________________________ 22 ILLUSTRATIONS Page FIGURE 1. Bed-material size distribution of sands for flume data____ 12 2. Relation of sediment Reynolds number and von Karman's coefficient. ______________________________ _ ______ 7 3-6. Comparison of theoretical and measured velocity dis tribution for flume data 3. For de=0.19-mm sand ___ ___________________ 7 4. For de=0.33-, 0.35-mm sand. _________------_- 8 5. For de=0.50-, 0.52-mm sand___._._ _ ___._.__ 9 6. For rfe=0.93-mm sand ____ __._ ______ _-__ 9 7. -
Land Degradation
SPM4 Land degradation Coordinating Lead Authors: Lennart Olsson (Sweden), Humberto Barbosa (Brazil) Lead Authors: Suruchi Bhadwal (India), Annette Cowie (Australia), Kenel Delusca (Haiti), Dulce Flores-Renteria (Mexico), Kathleen Hermans (Germany), Esteban Jobbagy (Argentina), Werner Kurz (Canada), Diqiang Li (China), Denis Jean Sonwa (Cameroon), Lindsay Stringer (United Kingdom) Contributing Authors: Timothy Crews (The United States of America), Martin Dallimer (United Kingdom), Joris Eekhout (The Netherlands), Karlheinz Erb (Italy), Eamon Haughey (Ireland), Richard Houghton (The United States of America), Muhammad Mohsin Iqbal (Pakistan), Francis X. Johnson (The United States of America), Woo-Kyun Lee (The Republic of Korea), John Morton (United Kingdom), Felipe Garcia Oliva (Mexico), Jan Petzold (Germany), Mohammad Rahimi (Iran), Florence Renou-Wilson (Ireland), Anna Tengberg (Sweden), Louis Verchot (Colombia/ The United States of America), Katharine Vincent (South Africa) Review Editors: José Manuel Moreno (Spain), Carolina Vera (Argentina) Chapter Scientist: Aliyu Salisu Barau (Nigeria) This chapter should be cited as: Olsson, L., H. Barbosa, S. Bhadwal, A. Cowie, K. Delusca, D. Flores-Renteria, K. Hermans, E. Jobbagy, W. Kurz, D. Li, D.J. Sonwa, L. Stringer, 2019: Land Degradation. In: Climate Change and Land: an IPCC special report on climate change, desertification, land degradation, sustainable land management, food security, and greenhouse gas fluxes in terrestrial ecosystems [P.R. Shukla, J. Skea, E. Calvo Buendia, V. Masson-Delmotte, H.-O. Pörtner, D. C. Roberts, P. Zhai, R. Slade, S. Connors, R. van Diemen, M. Ferrat, E. Haughey, S. Luz, S. Neogi, M. Pathak, J. Petzold, J. Portugal Pereira, P. Vyas, E. Huntley, K. Kissick, M. Belkacemi, J. Malley, (eds.)]. In press. -
Hydrodynamics of Braiding River
International Journal of Hydrology Review Article Open Access Hydrodynamics of braiding river Abstract Volume 5 Issue 3 - 2021 Braided river reaches and alluvial systems are characterized by their multi-threaded planform LUO Ching-Ruey and agents of sediment transport due to eroding and deposing to form the bars and riffles. In Associate Professor of Department of Civil Engineering, braided river, frequent sediment transport and the quick shifting of the positions about the National Chi-Nan University, Taiwan river channel induce many attentions discussion and relating a complicated consideration of the combinations of disciplines. In this article we introduce its fundamental characteristics Correspondence: LUO Ching-Ruey, Associate Professor of and further the complicated mechanism in the literature and methodologies. The braided Department of Civil Engineering, National Chi-Nan University, channel ecology and the management of braided river are mentioned and discussed, Taiwan, Email especially, the secondary currents, in this paper we explain in detail, the combinations on multiplying of 2-D flow of the velocity fluctuations. The interdisciplinary approach Received: April 28, 2021 | Published: May 10, 2021 on linking engineers, earth scientists and social scientists concerned with environmental economics, planning, and societal and political strategies in order to fully evaluate the validity and reliability of different selections to various timescales is really sensitive. Furthermore, the requirements of public education on reinforcing -
Grain Sorting in the Morphological Active Layer of a Braided River Physical Model
Earth Surf. Dynam., 3, 577–585, 2015 www.earth-surf-dynam.net/3/577/2015/ doi:10.5194/esurf-3-577-2015 © Author(s) 2015. CC Attribution 3.0 License. Grain sorting in the morphological active layer of a braided river physical model P. Leduc, P. Ashmore, and J. T. Gardner University of Western Ontario, Department of Geography, London, Ontario, Canada Correspondence to: P. Leduc ([email protected]) Received: 8 June 2015 – Published in Earth Surf. Dynam. Discuss.: 10 July 2015 Revised: 22 October 2015 – Accepted: 23 November 2015 – Published: 15 December 2015 Abstract. A physical scale model of a gravel-bed braided river was used to measure vertical grain size sorting in the morphological active layer aggregated over the width of the river. This vertical sorting is important for ana- lyzing braided river sedimentology, for numerical modeling of braided river morphodynamics, and for measuring and predicting bedload transport rate. We define the morphological active layer as the bed material between the maximum and minimum bed elevations at a point over extended time periods sufficient for braiding processes to rework the river bed. The vertical extent of the active layer was measured using 40 hourly high-resolution DEMs (digital elevation models) of the model river bed. An image texture algorithm was used to map bed material grain size of each DEM. Analysis of the 40 DEMs and texture maps provides data on the geometry of the morpho- logical active layer and variation in grain size in three dimensions. By normalizing active layer thickness and dividing into 10 sublayers, we show that all grain sizes occur with almost equal frequency in all sublayers.