Fluvial Landforms & Processes
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
Alluvial Fans in the Death Valley Region California and Nevada
Alluvial Fans in the Death Valley Region California and Nevada GEOLOGICAL SURVEY PROFESSIONAL PAPER 466 Alluvial Fans in the Death Valley Region California and Nevada By CHARLES S. DENNY GEOLOGICAL SURVEY PROFESSIONAL PAPER 466 A survey and interpretation of some aspects of desert geomorphology UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1965 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director The U.S. Geological Survey Library has cataloged this publications as follows: Denny, Charles Storrow, 1911- Alluvial fans in the Death Valley region, California and Nevada. Washington, U.S. Govt. Print. Off., 1964. iv, 61 p. illus., maps (5 fold. col. in pocket) diagrs., profiles, tables. 30 cm. (U.S. Geological Survey. Professional Paper 466) Bibliography: p. 59. 1. Physical geography California Death Valley region. 2. Physi cal geography Nevada Death Valley region. 3. Sedimentation and deposition. 4. Alluvium. I. Title. II. Title: Death Valley region. (Series) For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C., 20402 CONTENTS Page Page Abstract.. _ ________________ 1 Shadow Mountain fan Continued Introduction. ______________ 2 Origin of the Shadow Mountain fan. 21 Method of study________ 2 Fan east of Alkali Flat- ___-__---.__-_- 25 Definitions and symbols. 6 Fans surrounding hills near Devils Hole_ 25 Geography _________________ 6 Bat Mountain fan___-____-___--___-__ 25 Shadow Mountain fan..______ 7 Fans east of Greenwater Range___ ______ 30 Geology.______________ 9 Fans in Greenwater Valley..-----_____. 32 Death Valley fans.__________--___-__- 32 Geomorpholo gy ______ 9 Characteristics of fans.._______-___-__- 38 Modern washes____. -
Explain How Rivers Adjust to a Change in Base Level with Reference to Examples You Have Studied (2013 Q1C)
Isostasy | A1 Sample answer Explain how rivers adjust to a change in base level with reference to examples you have studied (2013 Q1C) Isostatic uplift is when land rises above sea level because of tectonic activity. This is usually due to a large weight being removed from the land e.g. when an ice cap melts. Eustatic changes are when the sea level drops. This is due to water being locked away somewhere e.g., in a glacier. When it melts, the sea level rises again. The River Nore in Kilkenny has experienced a change in base level. This can be seen since there are knickpoints along it, roughly 150-200m above sea level. A knickpoint can be seen when the sea level drops and a river rejuvenates because the river starts vertically eroding once more. Rejuvenation is the term used to describe a river that starts eroding like a youthful river even when it is in its old age stage. A knickpoint is a spot where the newly eroded river profile meets the old river profile. Sometimes you will find a waterfall here. River terraces are also found where rejuvenation has occurred. This is when a river forms a new floodplain that is lower down than the last. The remnants of the old floodplain are left as steps and are called terraces. If there are terraces on both sides of the river, they are called paired terraces. Terraces can be formed multiple times if the river rejuvenates more than once, appearing as a series of steps down to the river. -
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. -
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. -
The Upper James River
Waterproof The Upper James River The James River originates at the only class I or II rapids making it ideal will need to plan a river trip. This guide A Paddle Guide to the Upper confluence of the Jackson and Cowpasture for canoe or kayak trips at normal water includes locations of boat landings, rivers in Botetourt County and forms levels. The white water section below campsites, major rapids, and unique Virginia’s longest and most famous river. Glasgow includes a class III section for historic points of interests along the way. The upper section of the James River those interested in more technical water. This is a great resource for planning day is very scenic with stunning Blue Ridge trips as well as multi-day canoe camping mountain views. Dam releases on the This paddle guide covers the upper 64 expeditions. Jackson River flow releases ensure the miles section from the start of the James upper James River is typically run able river to the Cushaw Dam, just below all season. The first 60 miles contain Snowden. It includes everything a paddler Using This Map George Washington and Rapids (See River Safety panel for class system) Jefferson National Forrest* 30 Mile markers— numbered from start of the James Park* River counting down stream Landmark These maps have been orientated so that the river always flows from the bottom of the map to the top of the map. This allows paddlers to easily orient themselves in the river in terms of river right and left while paddling downstream. Bridge 1km Distance gauge 0 1mi North indicator Canal Boat launch Small boat launch Commercial campground River flow River Informal camping Appalachian Trail Hiking Trail *All land along river bank is private property unless noted otherwise. -
Late Holocene Sea Level Rise in Southwest Florida: Implications for Estuarine Management and Coastal Evolution
LATE HOLOCENE SEA LEVEL RISE IN SOUTHWEST FLORIDA: IMPLICATIONS FOR ESTUARINE MANAGEMENT AND COASTAL EVOLUTION Dana Derickson, Figure 2 FACULTY Lily Lowery, University of the South Mike Savarese, Florida Gulf Coast University Stephanie Obley, Flroida Gulf Coast University Leonre Tedesco, Indiana University and Purdue Monica Roth, SUNYOneonta University at Indianapolis Ramon Lopez, Vassar College Carol Mankiewcz, Beloit College Lora Shrake, TA, Indiana University and Purdue University at Indianapolis VISITING and PARTNER SCIENTISTS Gary Lytton, Michael Shirley, Judy Haner, STUDENTS Leslie Breland, Dave Liccardi, Chuck Margo Burton, Whitman College McKenna, Steve Theberge, Pat O’Donnell, Heather Stoffel, Melissa Hennig, and Renee Dana Derickson, Trinity University Wilson, Rookery Bay NERR Leda Jackson, Indiana University and Purdue Joe Kakareka, Aswani Volety, and Win University at Indianapolis Everham, Florida Gulf Coast University Chris Kitchen, Whitman College Beth A. Palmer, Consortium Coordinator Nicholas Levsen, Beloit College Emily Lindland, Florida Gulf Coast University LATE HOLOCENE SEA LEVEL RISE IN SOUTHWEST FLORIDA: IMPLICATIONS FOR ESTUARINE MANAGEMENT AND COASTAL EVOLUTION MICHAEL SAVARESE, Florida Gulf Coast University LENORE P. TEDESCO, Indiana/Purdue University at Indianapolis CAROL MANKIEWICZ, Beloit College LORA SHRAKE, TA, Indiana/Purdue University at Indianapolis PROJECT OVERVIEW complicating environmental management are the needs of many federally and state-listed Southwest Florida encompasses one of the endangered species, including the Florida fastest growing regions in the United States. panther and West Indian manatee. Watershed The two southwestern coastal counties, Collier management must also consider these issues and Lee Counties, commonly make it among of environmental health and conservation. the 5 fastest growing population centers on nation- and statewide censuses. -
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. -
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. -
Imaging Laurentide Ice Sheet Drainage Into the Deep Sea: Impact on Sediments and Bottom Water
Imaging Laurentide Ice Sheet Drainage into the Deep Sea: Impact on Sediments and Bottom Water Reinhard Hesse*, Ingo Klaucke, Department of Earth and Planetary Sciences, McGill University, Montreal, Quebec H3A 2A7, Canada William B. F. Ryan, Lamont-Doherty Earth Observatory of Columbia University, Palisades, NY 10964-8000 Margo B. Edwards, Hawaii Institute of Geophysics and Planetology, University of Hawaii, Honolulu, HI 96822 David J. W. Piper, Geological Survey of Canada—Atlantic, Bedford Institute of Oceanography, Dartmouth, Nova Scotia B2Y 4A2, Canada NAMOC Study Group† ABSTRACT the western Atlantic, some 5000 to 6000 State-of-the-art sidescan-sonar imagery provides a bird’s-eye view of the giant km from their source. submarine drainage system of the Northwest Atlantic Mid-Ocean Channel Drainage of the ice sheet involved (NAMOC) in the Labrador Sea and reveals the far-reaching effects of drainage of the repeated collapse of the ice dome over Pleistocene Laurentide Ice Sheet into the deep sea. Two large-scale depositional Hudson Bay, releasing vast numbers of ice- systems resulting from this drainage, one mud dominated and the other sand bergs from the Hudson Strait ice stream in dominated, are juxtaposed. The mud-dominated system is associated with the short time spans. The repeat interval was meandering NAMOC, whereas the sand-dominated one forms a giant submarine on the order of 104 yr. These dramatic ice- braid plain, which onlaps the eastern NAMOC levee. This dichotomy is the result of rafting events, named Heinrich events grain-size separation on an enormous scale, induced by ice-margin sifting off the (Broecker et al., 1992), occurred through- Hudson Strait outlet. -
Fan-Deltas and Braid Deltas: Varieties of Coarse-Grained Deltas
Fan-deltas and braid deltas: Varieties of coarse-grained deltas John g. Mcpherson \ ,,,.,„ , , GANAPATHY SHANMUGAM > Mob" Research and Development Corporation, Dallas Research Laboratory, P.O. Box 819047 RICHARD J. MOIOLA J Dallas, Texas 75381 ABSTRACT delta sediments; they lack a muddy matrix; ening of the definition of fan-delta to the point of they display size grading and bar migration; confusion over its meaning and sedimentologic Two types of coarse-grained deltas are they commonly have a sheet geometry with implications. The term "fan-delta" is widely recognized: fan-deltas and braid deltas. Fan- high lateral continuity (tens to hundreds of used to describe depositional settings embracing deltas are gravel-rich deltas formed where an square kilometres); and they exhibit moderate a range of coarse-grained delta types other than alluvial fan is deposited directly into a stand- to high porosity and permeability. Valuable that of the fan-delta originally described by ing body of water from an adjacent highland. paleogeographic and tectonic information Holmes (1965). Many descriptions in the litera- They occupy a space between the highland concerning the proximity of highlands and ture of ancient fan-delta sequences contain no (usually a fault-bounded margin) and the major fault zones may be misinterpreted or evidence of the required presence of an alluvial standing body of water. In contrast, braid lost if these two coarse-grained deltaic sys- fan; instead they consist of deltaic deposits com- deltas (here introduced) are gravel-rich deltas tems are not differentiated. prising multilateral channel conglomerates and that form where a braided fluvial system pro- sandstones deposited from braided fluvial dis- grades into a standing body of water.