Changes in Channel Morphology Over Human Time Scales
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Biological Impacts of the Elwha River Dams and Potential Salmonid Responses to Dam Removal
George R. Pess1, NOAA Fisheries, Northwest Fisheries Science Center, 2725 Montlake Boulevard East, Seattle, Washington 98112 Michael L. McHenry, Lower Elwha Klallam Tribe, 2851 Lower Elwha Road, Port Angeles, Washington 98363 Timothy J. Beechie, and Jeremy Davies, NOAA Fisheries, Northwest Fisheries Science Center, 2725 Montlake Boulevard East, Seattle, Washington 98112 Biological Impacts of the Elwha River Dams and Potential Salmonid Responses to Dam Removal Abstract The Elwha River dams have disconnected the upper and lower Elwha watershed for over 94 years. This has disrupted salmon migration and reduced salmon habitat by 90%. Several historical salmonid populations have been extirpated, and remaining popu- lations are dramatically smaller than estimated historical population size. Dam removal will reconnect upstream habitats which will increase salmonid carrying capacity, and allow the downstream movement of sediment and wood leading to long-term aquatic habitat improvements. We hypothesize that salmonids will respond to the dam removal by establishing persistent, self-sustaining populations above the dams within one to two generations. We collected data on the impacts of the Elwha River dams on salmonid populations and developed predictions of species-specific response dam removal. Coho (Oncorhynchus kisutch), Chinook (O. tshawytscha), and steelhead (O. mykiss) will exhibit the greatest spatial extent due to their initial population size, timing, ability to maneuver past natural barriers, and propensity to utilize the reopened alluvial valleys. Populations of pink (O. gorbuscha), chum (O. keta), and sockeye (O. nerka) salmon will follow in extent and timing because of smaller extant populations below the dams. The initially high sediment loads will increase stray rates from the Elwha and cause deleterious effects in the egg to outmigrant fry stage for all species. -
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 .................................................................................... -
Physical Geography of Southeast Asia
Physical Geography of Southeast Asia Creating an Annotated Sketch Map of Southeast Asia By Michelle Crane Teacher Consultant for the Texas Alliance for Geographic Education Texas Alliance for Geographic Education; http://www.geo.txstate.edu/tage/ September 2013 Guiding Question (5 min.) . What processes are responsible for the creation and distribution of the landforms and climates found in Southeast Asia? Texas Alliance for Geographic Education; http://www.geo.txstate.edu/tage/ September 2013 2 Draw a sketch map (10 min.) . This should be a general sketch . do not try to make your map exactly match the book. Just draw the outline of the region . do not add any features at this time. Use a regular pencil first, so you can erase. Once you are done, trace over it with a black colored pencil. Leave a 1” border around your page. Texas Alliance for Geographic Education; http://www.geo.txstate.edu/tage/ September 2013 3 Texas Alliance for Geographic Education; http://www.geo.txstate.edu/tage/ September 2013 4 Looking at your outline map, what two landforms do you see that seem to dominate this region? Predict how these two landforms would affect the people who live in this region? Texas Alliance for Geographic Education; http://www.geo.txstate.edu/tage/ September 2013 5 Peninsulas & Islands . Mainland SE Asia consists of . Insular SE Asia consists of two large peninsulas thousands of islands . Malay Peninsula . Label these islands in black: . Indochina Peninsula . Sumatra . Label these peninsulas in . Java brown . Sulawesi (Celebes) . Borneo (Kalimantan) . Luzon Texas Alliance for Geographic Education; http://www.geo.txstate.edu/tage/ September 2013 6 Draw a line on your map to indicate the division between insular and mainland SE Asia. -
Experimental Evidence for Fluvial Bedrock Incision by Suspended and Bedload Sediment Joel S
Experimental evidence for fl uvial bedrock incision by suspended and bedload sediment Joel S. Scheingross1*, Fanny Brun1,2, Daniel Y. Lo1, Khadijah Omerdin1, and Michael P. Lamb1 1Division of Geological and Planetary Sciences, California Institute of Technology, Pasadena, California 91125, USA 2Geosciences Department, Ecole Normale Supérieure, 24 rue Lhomond, 75005 Paris, France ABSTRACT regime, the saltation-abrasion model was re- Fluvial bedrock incision sets the pace of landscape evolution and can be dominated by cast (by Lamb et al., 2008) in terms of near-bed abrasion from impacting particles. Existing bedrock incision models diverge on the ability of sediment concentration rather than particle hop sediment to erode within the suspension regime, leading to competing predictions of lowland lengths (herein referred to as the total-load mod- river erosion rates, knickpoint formation and evolution, and the transient response of orogens el). The saltation-abrasion and total-load mod- to external forcing. We present controlled abrasion mill experiments designed to test fl uvial els produce similar results for erosion within incision models in the bedload and suspension regimes by varying sediment size while holding the bedload regime, but within the suspension fi xed hydraulics, sediment load, and substrate strength. Measurable erosion occurred within regime the total-load model predicts nonzero the suspension regime, and erosion rates agree with a mechanistic incision theory for erosion erosion rates that increase with increasing fl uid by mixed suspended and bedload sediment. Our experimental results indicate that suspen- bed stress, leading to contrasting predictions sion-regime erosion can dominate channel incision during large fl oods and in steep channels, for landscape evolution, especially during large with signifi cant implications for the pace of landscape evolution. -
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. -
Logistic Analysis of Channel Pattern Thresholds: Meandering, Braiding, and Incising
Geomorphology 38Ž. 2001 281–300 www.elsevier.nlrlocatergeomorph Logistic analysis of channel pattern thresholds: meandering, braiding, and incising Brian P. Bledsoe), Chester C. Watson 1 Department of CiÕil Engineering, Colorado State UniÕersity, Fort Collins, CO 80523, USA Received 22 April 2000; received in revised form 10 October 2000; accepted 8 November 2000 Abstract A large and geographically diverse data set consisting of meandering, braiding, incising, and post-incision equilibrium streams was used in conjunction with logistic regression analysis to develop a probabilistic approach to predicting thresholds of channel pattern and instability. An energy-based index was developed for estimating the risk of channel instability associated with specific stream power relative to sedimentary characteristics. The strong significance of the 74 statistical models examined suggests that logistic regression analysis is an appropriate and effective technique for associating basic hydraulic data with various channel forms. The probabilistic diagrams resulting from these analyses depict a more realistic assessment of the uncertainty associated with previously identified thresholds of channel form and instability and provide a means of gauging channel sensitivity to changes in controlling variables. q 2001 Elsevier Science B.V. All rights reserved. Keywords: Channel stability; Braiding; Incision; Stream power; Logistic regression 1. Introduction loads, loss of riparian habitat because of stream bank erosion, and changes in the predictability and vari- Excess stream power may result in a transition ability of flow and sediment transport characteristics from a meandering channel to a braiding or incising relative to aquatic life cyclesŽ. Waters, 1995 . In channel that is characteristically unstableŽ Schumm, addition, braiding and incising channels frequently 1977; Werritty, 1997. -
Experimental Study of River Incision: Discussion and Reply Discussion
Experimental study of river incision: Discussion and reply Discussion G. H. DURY Department of Geology and Geophysics, University of Wisconsin-Madison, Madison, Wisconsin 53706 While introducing their experiments on river incision into bed existing streams and ancestral larger streams have proved equally rock, Shepherd and Schumm (1974) claimed that the morphologic capable of developing pool-and-riffle sequences in bed rock. details of interfaces between alluvium and bed rock are essentially Although far more abundant evidence would, of course, be wel- unknown. They referred to highs and lows shaped in bed rock as come, it seems reasonable to suggest that the morphologic details possible analogues of the riffles and pools of alluvial rivers but re- of the alluvium/bedrock interface beneath underfit streams are far garded the longitudinal profiles of bedrock streams as effectively from being essentially unknown. On the contrary, those details unstudied (see their p. 261). The clear implication is that interfaces have been deliberately and extensively studied. Similarly, it would and profiles have not been deliberately investigated. Both here and appear that somewhat more than a little is known of the longitudi- in their review of opinions about the inheritance or noninheritance nal profiles of bedrock streams. Australian serials, especially those of incised meanders (266—267), they overlooked a considerable with a geographical title, might perhaps be regarded as not particu- body of published research and commentary. larly accessible sources, except that Schumm was attached to the The question of the possible inheritance of incised meanders Department of Geography in the University of Sydney, Australia, at from an ancient flood plain at high level has been debated over the about the time when the Colo and Hawkesbury Rivers were being years, the debate involving numbers of workers on the European investigated from that department as a base. -
Channel Morphology and Bedrock River Incision: Theory, Experiments, and Application to the Eastern Himalaya
Channel morphology and bedrock river incision: Theory, experiments, and application to the eastern Himalaya Noah J. Finnegan A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy University of Washington 2007 Program Authorized to Offer Degree: Department of Earth and Space Sciences University of Washington Graduate School This is to certify that I have examined this copy of a doctoral dissertation by Noah J. Finnegan and have found that it is complete and satisfactory in all respects, and that any and all revisions required by the final examining committee have been made. Co-Chairs of the Supervisory Committee: ___________________________________________________________ Bernard Hallet ___________________________________________________________ David R. Montgomery Reading Committee: ____________________________________________________________ Bernard Hallet ____________________________________________________________ David R. Montgomery ____________________________________________________________ Gerard Roe Date:________________________ In presenting this dissertation in partial fulfillment of the requirements for the doctoral degree at the University of Washington, I agree that the Library shall make its copies freely available for inspection. I further agree that extensive copying of the dissertation is allowable only for scholarly purposes, consistent with “fair use” as prescribed in the U.S. Copyright Law. Requests for copying or reproduction of this dissertation may be referred -
Tualatin River Basin Rapid Stream Assessment Technique (RSAT)
Tualatin River Basin Rapid Stream Assessment Technique (RSAT) Watersheds 2000 Field Methods Clean Water Services Watershed Management Division 155 North First Ave Hillsboro, OR 97124 July 2000 Acknowledgements Rapid Stream Assessment Technique Adapted from Rapid Stream Assessment Technique (RSAT) Field Methods 1996 Montgomery County Department of Environmental Protection Division of Water Resources Management Montgomery County, Maryland and Department of Environmental Programs Metropolitan Washington Council of Governments 777 North Capitol St., NE Washington, DC 20002 Rapid Stream Assessment Technique Table of Contents Page I. Introduction.............................................................................. 1 I. Tualatin Basin RSAT Field Protocols..................................... 2 A. Field Survey Preparation, Planning, and Data Organization......................2 A. Stream Flow Characterization Valley Profile, Reach Gradient..................3 Velocity Volume/discharge A. Stream Cross Section Characterization ........................................................4 Bankfull Width Bed Width Wetted Width Average Wetted Depth Maximum Bankfull Depth Over Bank Height Bankfull Height Bank Angle Ratio A. Stream Channel Characterization..................................................................7 Bank Material Bank Stability and Undercut Banks Recent Bed Downcutting Dominant Bed Material Deposition Material Embeddedness A. Water Quality.................................................................................................11 -
Richard Sullivan, President
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