Lesson 4 River Channel Migration
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RIVERINE EROSION HAZARD AREAS Mapping Feasibility Study
FEDERAL EMERGENCY MANAGEMENT AGENCY TECHNICAL SERVICES DIVISION HAZARDS STUDY BRANCH RIVERINE EROSION HAZARD AREAS Mapping Feasibility Study September 1999 FEDERAL EMERGENCY MANAGEMENT AGENCY TECHNICAL SERVICES DIVISION HAZARDS STUDY BRANCH RIVERINE EROSION HAZARD AREAS Mapping Feasibility Study September 1999 Cover: House hanging 18 feet over the Clark Fork River in Sanders County, Montana, after the river eroded its bank in May 1997. Photograph by Michael Gallacher. Table of Contents Report Preparation........................................................................................xi Acknowledgments.........................................................................................xii Executive Summary......................................................................................xiv 1. Introduction........................................................................................1 1.1. Description of the Problem...........................................................................................................1 1.2. Legislative History.........................................................................................................................1 1.2.1. National Flood Insurance Act (NFIA), 1968 .......................................................................3 1.2.2. Flood Disaster Act of 1973 ...............................................................................................4 1.2.3. Upton-Jones Amendment, 1988........................................................................................4 -
Timescale Dependence in River Channel Migration Measurements
TIMESCALE DEPENDENCE IN RIVER CHANNEL MIGRATION MEASUREMENTS Abstract: Accurately measuring river meander migration over time is critical for sediment budgets and understanding how rivers respond to changes in hydrology or sediment supply. However, estimates of meander migration rates or streambank contributions to sediment budgets using repeat aerial imagery, maps, or topographic data will be underestimated without proper accounting for channel reversal. Furthermore, comparing channel planform adjustment measured over dissimilar timescales are biased because shortand long-term measurements are disproportionately affected by temporary rate variability, long-term hiatuses, and channel reversals. We evaluate the role of timescale dependence for the Root River, a single threaded meandering sand- and gravel-bedded river in southeastern Minnesota, USA, with 76 years of aerial photographs spanning an era of landscape changes that have drastically altered flows. Empirical data and results from a statistical river migration model both confirm a temporal measurement-scale dependence, illustrated by systematic underestimations (2–15% at 50 years) and convergence of migration rates measured over sufficiently long timescales (> 40 years). Frequency of channel reversals exerts primary control on measurement bias for longer time intervals by erasing the record of observable migration. We conclude that using long-term measurements of channel migration for sediment remobilization projections, streambank contributions to sediment budgets, sediment flux estimates, and perceptions of fluvial change will necessarily underestimate such calculations. Introduction Fundamental concepts and motivations Measuring river meander migration rates from historical aerial images is useful for developing a predictive understanding of channel and floodplain evolution (Lauer & Parker, 2008; Crosato, 2009; Braudrick et al., 2009; Parker et al., 2011), bedrock incision and strath terrace formation (C. -
The Biology and Management of the River Dee
THEBIOLOGY AND MANAGEMENT OFTHE RIVERDEE INSTITUTEofTERRESTRIAL ECOLOGY NATURALENVIRONMENT RESEARCH COUNCIL á Natural Environment Research Council INSTITUTE OF TERRESTRIAL ECOLOGY The biology and management of the River Dee Edited by DAVID JENKINS Banchory Research Station Hill of Brathens, Glassel BANCHORY Kincardineshire 2 Printed in Great Britain by The Lavenham Press Ltd, Lavenham, Suffolk NERC Copyright 1985 Published in 1985 by Institute of Terrestrial Ecology Administrative Headquarters Monks Wood Experimental Station Abbots Ripton HUNTINGDON PE17 2LS BRITISH LIBRARY CATALOGUING-IN-PUBLICATIONDATA The biology and management of the River Dee.—(ITE symposium, ISSN 0263-8614; no. 14) 1. Stream ecology—Scotland—Dee River 2. Dee, River (Grampian) I. Jenkins, D. (David), 1926– II. Institute of Terrestrial Ecology Ill. Series 574.526323'094124 OH141 ISBN 0 904282 88 0 COVER ILLUSTRATION River Dee west from Invercauld, with the high corries and plateau of 1196 m (3924 ft) Beinn a'Bhuird in the background marking the watershed boundary (Photograph N Picozzi) The centre pages illustrate part of Grampian Region showing the water shed of the River Dee. Acknowledgements All the papers were typed by Mrs L M Burnett and Mrs E J P Allen, ITE Banchory. Considerable help during the symposium was received from Dr N G Bayfield, Mr J W H Conroy and Mr A D Littlejohn. Mrs L M Burnett and Mrs J Jenkins helped with the organization of the symposium. Mrs J King checked all the references and Mrs P A Ward helped with the final editing and proof reading. The photographs were selected by Mr N Picozzi. The symposium was planned by a steering committee composed of Dr D Jenkins (ITE), Dr P S Maitland (ITE), Mr W M Shearer (DAES) and Mr J A Forster (NCC). -
Cumulative Effective Stream Power and Bank Erosion on the Sacramento River, California, Usa1
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION AUGUST AMERICAN WATER RESOURCES ASSOCIATION 2006 CUMULATIVE EFFECTIVE STREAM POWER AND BANK EROSION ON THE SACRAMENTO RIVER, CALIFORNIA, USA1 Eric W. Larsen, Alexander K. Fremier, and Steven E. Greco2 ABSTRACT: Bank erosion along a river channel determines the INTRODUCTION pattern of channel migration. Lateral channel migration in large alluvial rivers creates new floodplain land that is essential for Natural rivers and their surrounding areas consti- riparian vegetation to get established. Migration also erodes tute some of the world’s most diverse, dynamic, and existing riparian, agricultural, and urban lands, sometimes complex terrestrial ecosystems (Naiman et al., 1993). damaging human infrastructure (e.g., scouring bridge founda- Land deposition on the inside bank of a curved river tions and endangering pumping facilities) in the process. channel is a process that creates opportunities for Understanding what controls the rate of bank erosion and asso- vegetation to colonize the riparian corridor (Hupp and ciated point bar deposition is necessary to manage large allu- Osterkamp, 1996; Mahoney and Rood, 1998). Point vial rivers effectively. In this study, bank erosion was bar deposition and outside bank erosion are tightly proportionally related to the magnitude of stream power. Linear coupled. These physical processes (which constitute regressions were used to correlate the cumulative stream channel migration) maintain ecosystem heterogeneity power, above a lower flow threshold, with rates of bank erosion in floodplains over space and time (Malanson, 1993). at 13 sites on the middle Sacramento River in California. Two Channel migration structures and sustains riparian forms of data were used: aerial photography and field data. -
Defining the Moment of Erosion
Earth Surface Processes and Landforms EarthDefining Surf. the Process. moment Landforms of erosion 30, 1597–1615 (2005) 1597 Published online in Wiley InterScience (www.interscience.wiley.com). DOI: 10.1002/esp.1234 Defining the moment of erosion: the principle of thermal consonance timing D. M. Lawler* School of Geography, Earth and Environmental Sciences, The University of Birmingham, Birmingham B15 2TT, UK *Correspondence to: Abstract D. M. Lawler, School of Geography, Earth and Geomorphological process research demands quantitative information on erosion and deposi- Environmental Sciences, tion event timing and magnitude, in relation to fluctuations in the suspected driving forces. University of Birmingham, This paper establishes a new measurement principle – thermal consonance timing (TCT) Birmingham B15 2TT. – which delivers clearer, more continuous and quantitative information on erosion and E-mail: [email protected] deposition event magnitude, timing and frequency, to assist understanding of the controlling mechanisms. TCT is based on monitoring the switch from characteristically strong tempera- ture gradients in sediment, to weaker gradients in air or water, which reveals the moment of erosion. The paper (1) derives the TCT principle from soil micrometeorological theory; (2) illustrates initial concept operationalization for field and laboratory use; (3) presents experimental data for simple soil erosion simulations; and (4) discusses initial application of TCT and perifluvial micrometeorology principles in the delivery of timing solutions for two bank erosion events on the River Wharfe, UK, in relation to the hydrograph. River bank thermal regimes respond, as soil temperature and energy balance theory pre- dicts, with strong horizontal thermal gradients (often >>>1Kcm−−−1 over 6·8 cm). -
C. Natural Stream Processes
Natural Stream Processes Guide No. 03 Streams in their natural state are dy- agency officials, and others to start a recycle nutrients from natural pollution namic ecosystems that perform many thoughtful inquiry into the true source sources, such as leaf fall, to purifying beneficial functions. Natural streams of local stream management problems. the water. The natural stream tends and their flood plains convey water The material contained in this guide to maintain itself through the flushing and sediment, temporarily store excess makes evident that the source of many flows of annual floods that clear the flood water, filter and entrap sediment stream problems is in the watershed, channel of accumulated sediments, and pollutants in overbank areas, far from the main stream channel. debris, and encroaching vegetation. recharge and discharge groundwater, Landowners, local officials, and oth- Extreme floods may severely disrupt naturally purify instream flows, and ers concerned with streams need to the stream on occasion, but the natural provide supportive habitat for diverse work together across property lines balance of the stream ecosystem is plant and animal species. The stream and jurisdictional boundaries to find restored rapidly when it is in a state of corridors wherein these beneficial func- suitable solutions to stream problems dynamic equilibrium. tions occur give definition to the land and to implement practices to protect, and offer “riverscapes” with aesthetic restore and maintain healthy stream qualities that are attractive to people. ecosystems. CHANNEL FORMING Human activities that impact stream AND RECONDITIONING ecosystems can and often do cause STREAMS ARE problems by impairing stream functions PROCESSES and beneficial uses of the resource. -
Physical Landscapes of the UK 1. Where Are the UK's Main Upland
Lesson 1: Physical Landscapes of the UK 1. Where are the UK’s main upland areas? North and west 2. Where are the majority of the UK’s cities? Lowland areas on the UK’s main rivers 3. Listen to the following descriptions and name the physical landscapes: a) ‘Part of the Highlands. Home to Ben Nevis, the highest mountain in the UK. Steep, rocky and sparsely populated.’ Grampian mountains b) ‘A National Park located in the north-west of England that is very popular with tourists. This is due to the glaciated environment that has formed spectacular scenery that includes many bodies of water.’ Lake District c) ‘A National Park located in northern Wales. It was designated a national park due to its spectacular glaciated scenery with steep mountains and valleys.’ Snowdonia d) ‘An area on the north-east coast that is eroding rapidly due to the underlying soft boulder clay. The eroded material has been transported in a southerly direction to form Spurn Head.’ Holderness Coast e) ‘An area on the south-western coast that stands proud within the landscape. The alternate bands of hard and soft rock has led to the formation of headlands and bays and associated landforms.’ Dorset coast f) ‘Flat low-lying marshy area on the eastern side of the UK near Norfolk. A lot of this area has been drained for farming.’ The Fens g) ‘A wide lower valley with flood plain upon which Glasgow is situated.’ River Clyde (9 marks) Lesson 2: The Long profile of a river 1. What is the long profile of a river? The gradient of a river as it journeys from its source to its mouth 2. -
Modification of Meander Migration by Bank Failures
JournalofGeophysicalResearch: EarthSurface RESEARCH ARTICLE Modification of meander migration by bank failures 10.1002/2013JF002952 D. Motta1, E. J. Langendoen2,J.D.Abad3, and M. H. García1 Key Points: 1Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois, USA, • Cantilever failure impacts migration 2National Sedimentation Laboratory, Agricultural Research Service, U.S. Department of Agriculture, Oxford, Mississippi, through horizontal/vertical floodplain 3 material heterogeneity USA, Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh, Pennsylvania, USA • Planar failure in low-cohesion floodplain materials can affect meander evolution Abstract Meander migration and planform evolution depend on the resistance to erosion of the • Stratigraphy of the floodplain floodplain materials. To date, research to quantify meandering river adjustment has largely focused on materials can significantly affect meander evolution resistance to erosion properties that vary horizontally. This paper evaluates the combined effect of horizontal and vertical floodplain material heterogeneity on meander migration by simulating fluvial Correspondence to: erosion and cantilever and planar bank mass failure processes responsible for bank retreat. The impact of D. Motta, stream bank failures on meander migration is conceptualized in our RVR Meander model through a bank [email protected] armoring factor associated with the dynamics of slump blocks produced by cantilever and planar failures. Simulation periods smaller than the time to cutoff are considered, such that all planform complexity is Citation: caused by bank erosion processes and floodplain heterogeneity and not by cutoff dynamics. Cantilever Motta, D., E. J. Langendoen, J. D. Abad, failure continuously affects meander migration, because it is primarily controlled by the fluvial erosion at and M. -
Delineation of the Dungeness River Channel Migration Zone
Delineation of the Dungeness River Channel Migration Zone River Mouth to Canyon Creek Byron Rot Pam Edens Jamestown S’Klallam Tribe October 1, 2008 Acknowledgements This report was greatly improved from comments given by Patricia Olson, Department of Ecology, Tim Abbe, Entrix Corp, Joel Freudenthal, Yakima County Public Works, Bob Martin, Clallam County Emergency Services, and Randy Johnson, Jamestown S'Klallam Tribe. This project was not directly funded as a specific grant, but as one of many tribal tasks through the federal Pacific Coastal Salmon fund. We thank the federal government for their support of salmon recovery. Cover: Roof of house from Kinkade Island in January 2002 flood (Reach 6), large CMZ between Hwy 101 and RR Bridge (Reach 4, April 2007), and Dungeness River Channel Migration Zone map, Reach 6. ii Table of Contents Introduction………………………………………………………….1 Legal requirement for CMZ’s……………………………………….1 Terminology used in this report……………………………………..2 Geologic setting…………………………………………………......4 Dungeness flooding history…………………………………………5 Data sources………………………………………………………....6 Sources of error and report limitations……………………………...7 Geomorphic reach delineation………………………………………8 CMZ delineation methods and results………………………………8 CMZ description by geomorphic reach…………………………….12 Conclusion………………………………………………………….18 Literature cited……………………………………………………...19 iii Introduction The Dungeness River flows north 30 miles and drops 3800 feet from the Olympic Mountains to the Strait of Juan de Fuca. The upper watershed south of river mile (RM) 10 lies entirely within private and state timberlands, federal national forests, and the Olympic National Park. Development is concentrated along the lower 10 miles, where the river flows through relatively steep (i.e. gradients up to 1%), glacial and glaciomarine deposits (Drost 1983, BOR 2002). -
East Osage River Watershed Inventory and Assessment
EAST OSAGE RIVER WATERSHED INVENTORY AND ASSESSMENT Prepared by Alex L. S. Schubert Missouri Department of Conservation West Central Region-Fisheries Division Clinton, MO November 30, 2001 Acknowledgments Thank you's are in order to numerous individuals who provided assistance on this document. Thanks to Mike Bayless and Tom Groshens for information gathering and the compilation of numerous tables, and to Ron Dent for his guidance on, and editing of early drafts of this document. Mike was also a tremendous help in getting me started and making final changes to this document. Thanks to Bill Turner for the guidance he provided throughout this process. Thanks to Mark Caldwell for assistance with ArcView GIS software, his assistance in the field, and his dedication to providing the best data and information possible in GIS format. Thanks to Del Lobb for extensive help throughout the draft process. Thanks also to Missouri Department of Conservation, Missouri Department of Natural Resources, Environmental Protection Agency, U.S. Army Corps of Engineers, and U.S. Geological Survey personnel and to other contributors too numerous to mention. Executive Summary The East Osage River Basin is found in central Missouri in the Missouri counties of Osage, Maries, Cole, Pulaski, Miller, Camden, Morgan, Benton, and Hickory and encompasses 2,474.52 mi2. This basin has been divided into two 8-digit hydrologic units (HUCs) and fourteen 11-digit HUCs. Lake of the Ozarks was formed in 1931 in the western half of the East Osage River Basin. Geomorphology This basin lies within a dissected plateau known as the Salem Plateau and is represented by four of Missouri’s natural divisions. -
Fluvial Geomorphic Assessment of the South River Watershed, MA
Fluvial Geomorphic Assessment of the South River Watershed, MA Prepared for Franklin Regional Council of Governments Greenfield, MA South River Prepared by John Field Field Geology Services Farmington, ME February 2013 South River geomorphic assessment - February 2013 Page 2 of 108 Table of Contents EXECUTIVE SUMMARY ................................................................................................ 6 1.0 INTRODUCTION ........................................................................................................ 8 2.0 FLUVIAL GEOMORPHIC ASSESSMENT ............................................................... 8 2.1 Reach and segment delineation ................................................................................. 9 2.2 Review of existing studies ...................................................................................... 10 2.3 Watershed characterization ..................................................................................... 11 2.4 Historical aerial photographs and topographic maps .............................................. 12 2.5 Mapping of channel features ................................................................................... 13 2.5a Mill dams and impoundment sediments ............................................................ 14 2.5b Bar deposition ................................................................................................... 15 2.5c Bank erosion, mass wasting, and bank armoring ............................................. 15 2.5c Wood -
A 184-Year Record of River Meander Migration from Tree Rings, Aerial Imagery, and Cross Sections
Geomorphology 293 (2017) 227–239 Contents lists available at ScienceDirect Geomorphology journal homepage: www.elsevier.com/locate/geomorph A 184-year record of river meander migration from tree rings, aerial MARK imagery, and cross sections ⁎ Derek M. Schooka, , Sara L. Rathburna, Jonathan M. Friedmanb, J. Marshall Wolfc a Department of Geosciences, Colorado State University, 1482 Campus Delivery, Fort Collins, CO 80523, USA b U.S. Geological Survey, Fort Collins Science Center, 2150 Centre Avenue, Building C, Fort Collins, CO 80526, USA c Department of Ecosystem Science and Sustainability, Colorado State University, 1476 Campus Delivery, Fort Collins, CO 80523, USA ARTICLE INFO ABSTRACT Keywords: Channel migration is the primary mechanism of floodplain turnover in meandering rivers and is essential to the Channel migration persistence of riparian ecosystems. Channel migration is driven by river flows, but short-term records cannot Meandering river disentangle the effects of land use, flow diversion, past floods, and climate change. We used three data sets to Aerial photography quantify nearly two centuries of channel migration on the Powder River in Montana. The most precise data set Dendrochronology came from channel cross sections measured an average of 21 times from 1975 to 2014. We then extended spatial Channel cross section and temporal scales of analysis using aerial photographs (1939–2013) and by aging plains cottonwoods along transects (1830–2014). Migration rates calculated from overlapping periods across data sets mostly revealed cross-method consistency. Data set integration revealed that migration rates have declined since peaking at 5 m/ year in the two decades after the extreme 1923 flood (3000 m3/s).