Floodplain Geomorphic Processes and Environmental Impacts of Human Alteration Along Coastal Plain Rivers, Usa
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Seasonal Flooding Affects Habitat and Landscape Dynamics of a Gravel
Seasonal flooding affects habitat and landscape dynamics of a gravel-bed river floodplain Katelyn P. Driscoll1,2,5 and F. Richard Hauer1,3,4,6 1Systems Ecology Graduate Program, University of Montana, Missoula, Montana 59812 USA 2Rocky Mountain Research Station, Albuquerque, New Mexico 87102 USA 3Flathead Lake Biological Station, University of Montana, Polson, Montana 59806 USA 4Montana Institute on Ecosystems, University of Montana, Missoula, Montana 59812 USA Abstract: Floodplains are comprised of aquatic and terrestrial habitats that are reshaped frequently by hydrologic processes that operate at multiple spatial and temporal scales. It is well established that hydrologic and geomorphic dynamics are the primary drivers of habitat change in river floodplains over extended time periods. However, the effect of fluctuating discharge on floodplain habitat structure during seasonal flooding is less well understood. We collected ultra-high resolution digital multispectral imagery of a gravel-bed river floodplain in western Montana on 6 dates during a typical seasonal flood pulse and used it to quantify changes in habitat abundance and diversity as- sociated with annual flooding. We observed significant changes in areal abundance of many habitat types, such as riffles, runs, shallow shorelines, and overbank flow. However, the relative abundance of some habitats, such as back- waters, springbrooks, pools, and ponds, changed very little. We also examined habitat transition patterns through- out the flood pulse. Few habitat transitions occurred in the main channel, which was dominated by riffle and run habitat. In contrast, in the near-channel, scoured habitats of the floodplain were dominated by cobble bars at low flows but transitioned to isolated flood channels at moderate discharge. -
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 .................................................................................... -
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. -
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. -
Chapter 5 Groundwater Quality and Hydrodynamics of an Acid Sulfate Soil Backswamp
Chapter 5 Groundwater Quality and Hydrodynamics of an Acid Sulfate Soil Backswamp 5.1 Introduction Intensive drainage of coastal floodplains has been the main factor contributing to the oxidation of acid sulfate soils (ASS) (Indraratna, Blunden & Nethery 1999; Sammut, White & Melville 1996). Drainage of backswamps removes surface water, thereby increasing the effect of evapotranspiration on watertable drawdown (Blunden & Indraratna 2000) and transportation of acidic salts to the soil surface through capillary action (Lin, Melville & Hafer 1995; Rosicky et al. 2006). During high rainfall events the oxidation products (i.e. metals and acid) are mobilised into the groundwater, and acid salts at the sediment surface are dissolved directly into the surface water (Green et al. 2006). The high efficiency of drains readily transports the acidic groundwater and surface water into the estuary and can have a detrimental impact on downstream habitats (Cook et al. 2000). The quality of water discharged from a degraded ASS wetland is controlled by the water balance, which over a given time period is: P + I + Li = E + Lo + D + S (Equation 5.1) where P is precipitation, I is irrigation, Li is the lateral inflow of water, E is evapotranspiration, Lo is surface and subsurface lateral outflow of water, D is the drainage to the watertable and S is the change in soil moisture storage above the watertable (Indraratna, Tularam & Blunden 2001; Sammut, White & Melville 1996; White et al. 1997). While this equation may give a general overview of sulfidic floodplain hydrology, an understanding of site-specific details is required for effective remediation and management of degraded ASS wetlands. -
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. -
New Developments in River Valley Floodplain Mapping Using Dems
New Developments in River Valley Floodplain Mapping Using DEMs: A Survey of FLDPLN Model Applications Jude Kastens | Kevin Dobbs | Steve Egbert Kansas Biological Survey ASWM/NFFA Webinar | January 13, 2014 Kansas Applied Remote Sensing Kansas River Valley between Manhattan and Topeka Email: [email protected] Terrain Processing: DEM (Digital Elevation Model) This DEM was created using LiDAR data. Shown is a portion of the river valley for Mud Creek in Jefferson County, Kansas. Unfilled DEM (shown in shaded relief) 2 Terrain Processing: Filled (depressionless) DEM This DEM was created using LiDAR data. Shown is a portion of the river valley for Mud Creek in Jefferson County, Kansas. Filled DEM (shown in shaded relief) 3 Terrain Processing: Flow Direction Each pixel is colored based on its flow direction. Navigating by flow direction, every pixel has a single exit path out of the image. Flow direction map (gradient direction approximation) 4 Terrain Processing: Flow Direction Each pixel is colored based on its flow direction. Navigating by flow direction, every pixel has a single exit path out of the image. Flow direction map (gradient direction approximation) 5 Terrain Processing: Flow Accumulation The flow direction map is used to compute flow accumulation. flow accumulation = catchment size = the number of exit paths that a pixel belongs to Flow accumulation map (streamline identification) 6 Terrain Processing: Stream Delineation Using pixels with a flow accumulation value >106 pixels, the Mud Creek streamline is identified (shown in blue). “Synthetic Stream Network” 7 Terrain Processing: Floodplain Mapping The 10-m floodplain was computed for Mud Creek using the FLDPLN model. -
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 -
Cypress Creek National Wildlife Refuge, Illinois
Hydrogeomorphic Evaluation of Ecosystem Restoration Options for Cypress Creek National Wildlife Refuge, Illinois Prepared For: U. S. Fish and Wildlife Service Division of Refuges, Region 3 Minneapolis, Minnesota Greenbrier Wetland Services Report 12-05 Mickey E. Heitmeyer Karen E. Mangan July 2012 HYDROGEOMORPHIC EVALUATION OF ECOSYSTEM RESTORATION OPTIONS FOR CYPRESS CREEK NATIONAL WILDLIFE REFUGE, ILLINOIS Prepared For: U.S. Fish and Wildlife Service National Wildlife Refuge System, Region 3 Minneapolis, MN and Cypress Creek National Wildlife Refuge Ullin, IL By: Mickey E. Heitmeyer, PhD Greenbrier Wetland Services Rt. 2, Box 2735 Advance, MO 63730 and Karen E. Mangan U.S. Fish and Wildlife Service Cypress Creek National Wildlife Refuge 0137 Rustic Campus Drive Ullin, IL 62992 Greenbrier Wetland Services Report 12-05 July 2012 Mickey E Heitmeyer, PhD Greenbrier Wetland Services Route 2, box 2735 Advance, MO. 63730 Publication No. 12-05 Suggested citation: Heitmeyer, M. E., K. E. Mangan. 2012. Hy- drogeomorphic evaluation of ecosystem restora- tion and management options for Cypress Creek National Wildlife Refuge,Ullin Il.. Prepared for U. S. Fish and Wildlife Service, Region 3, Minne- apolis, MN and Cypress Creek National Wildlife Refuge,Ullin,Il. Greenbrier Wetland Services Report 12-05, Blue Heron Conservation Design and Printing LLC, Bloomfield, MO. Photo credits: COVER: Limekiln Slough by Michael Jeffords Michael Jeffords, Jan Sundberg, Cary Aloia (Gardners- Gallery.com), Karen Kyle This publication printed on recycled paper by ii -
River Incision Into Bedrock: Mechanics and Relative Efficacy of Plucking, Abrasion and Cavitation
River incision into bedrock: Mechanics and relative efficacy of plucking, abrasion and cavitation Kelin X. Whipple* Department of Earth, Atmospheric, and Planetary Science, Massachusetts Institute of Technology, Cambridge, Massachusetts 02139 Gregory S. Hancock Department of Geology, College of William and Mary, Williamsburg, Virginia 23187 Robert S. Anderson Department of Earth Sciences, University of California, Santa Cruz, California 95064 ABSTRACT long term (Howard et al., 1994). These conditions are commonly met in Improved formulation of bedrock erosion laws requires knowledge mountainous and tectonically active landscapes, and bedrock channels are of the actual processes operative at the bed. We present qualitative field known to dominate steeplands drainage networks (e.g., Wohl, 1993; Mont- evidence from a wide range of settings that the relative efficacy of the gomery et al., 1996; Hovius et al., 1997). As the three-dimensional structure various processes of fluvial erosion (e.g., plucking, abrasion, cavitation, of drainage networks sets much of the form of terrestrial landscapes, it is solution) is a strong function of substrate lithology, and that joint spac- clear that a deep appreciation of mountainous landscapes requires knowl- ing, fractures, and bedding planes exert the most direct control. The edge of the controls on bedrock channel morphology. Moreover, bedrock relative importance of the various processes and the nature of the in- channels play a critical role in the dynamic evolution of mountainous land- terplay between them are inferred from detailed observations of the scapes (Anderson, 1994; Anderson et al., 1994; Howard et al., 1994; Tucker morphology of erosional forms on channel bed and banks, and their and Slingerland, 1996; Sklar and Dietrich, 1998; Whipple and Tucker, spatial distributions. -
Classifying Rivers - Three Stages of River Development
Classifying Rivers - Three Stages of River Development River Characteristics - Sediment Transport - River Velocity - Terminology The illustrations below represent the 3 general classifications into which rivers are placed according to specific characteristics. These categories are: Youthful, Mature and Old Age. A Rejuvenated River, one with a gradient that is raised by the earth's movement, can be an old age river that returns to a Youthful State, and which repeats the cycle of stages once again. A brief overview of each stage of river development begins after the images. A list of pertinent vocabulary appears at the bottom of this document. You may wish to consult it so that you will be aware of terminology used in the descriptive text that follows. Characteristics found in the 3 Stages of River Development: L. Immoor 2006 Geoteach.com 1 Youthful River: Perhaps the most dynamic of all rivers is a Youthful River. Rafters seeking an exciting ride will surely gravitate towards a young river for their recreational thrills. Characteristically youthful rivers are found at higher elevations, in mountainous areas, where the slope of the land is steeper. Water that flows over such a landscape will flow very fast. Youthful rivers can be a tributary of a larger and older river, hundreds of miles away and, in fact, they may be close to the headwaters (the beginning) of that larger river. Upon observation of a Youthful River, here is what one might see: 1. The river flowing down a steep gradient (slope). 2. The channel is deeper than it is wide and V-shaped due to downcutting rather than lateral (side-to-side) erosion. -
Floodplain Heterogeneity and Meander Migration
River, Coastal and Estuarine Morphodynamics: RCEM2011 © 2011 Floodplain heterogeneity and meander migration MOTTA Davide Department of Civil and Environmental Engineering University of Illinois at Urbana-Champaign, Urbana, Illinois, USA E-mail: [email protected] ABAD Jorge D. Department of Civil and Environmental Engineering University of Pittsburgh, Pittsburgh, Pennsylvania, USA E-mail: [email protected] LANGENDOEN Eddy J. US Department of Agriculture, Agricultural Research Service National Sedimentation Laboratory, Oxford, Mississippi, USA E-mail: [email protected] GARCIA Marcelo H. Department of Civil and Environmental Engineering University of Illinois at Urbana-Champaign, Urbana, Illinois, USA E-mail: [email protected] ABSTRACT: The impact of horizontal heterogeneity of floodplain soils on rates and patterns of meander migration is analyzed with a Ikeda et al. (1981)-type model for hydrodynamics and bed morphodynamics, coupled with a physically-based bank erosion model according to the approach developed by Motta et al. (2011). We assume that rates of migration are determined by the resistance to hydraulic erosion of the soils, which is described by an excess shear stress relation. This relation uses two parameters characterizing the resistance to erosion: critical shear stress and erodibility coefficient. The spatial distribution of critical shear stress in the floodplain is generated on a regular grid with varying degree of randomness to mimic natural settings and the corresponding erodibility coefficient is computed with a relation derived from field-measured pairs of critical shear stress and erodibility. Centerline migration and associated statistics for randomly-disturbed distribution based on the distance from the valley axis are compared for sine-generated centerline using the Monte Carlo method.