Fluvial Processes with Special Emphasis on Glacial Rivers
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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. -
River Ice Management in North America
RIVER ICE MANAGEMENT IN NORTH AMERICA REPORT 2015:202 HYDRO POWER River ice management in North America MARCEL PAUL RAYMOND ENERGIE SYLVAIN ROBERT ISBN 978-91-7673-202-1 | © 2015 ENERGIFORSK Energiforsk AB | Phone: 08-677 25 30 | E-mail: [email protected] | www.energiforsk.se RIVER ICE MANAGEMENT IN NORTH AMERICA Foreword This report describes the most used ice control practices applied to hydroelectric generation in North America, with a special emphasis on practical considerations. The subjects covered include the control of ice cover formation and decay, ice jamming, frazil ice at the water intakes, and their impact on the optimization of power generation and on the riparians. This report was prepared by Marcel Paul Raymond Energie for the benefit of HUVA - Energiforsk’s working group for hydrological development. HUVA incorporates R&D- projects, surveys, education, seminars and standardization. The following are delegates in the HUVA-group: Peter Calla, Vattenregleringsföretagen (ordf.) Björn Norell, Vattenregleringsföretagen Stefan Busse, E.ON Vattenkraft Johan E. Andersson, Fortum Emma Wikner, Statkraft Knut Sand, Statkraft Susanne Nyström, Vattenfall Mikael Sundby, Vattenfall Lars Pettersson, Skellefteälvens vattenregleringsföretag Cristian Andersson, Energiforsk E.ON Vattenkraft Sverige AB, Fortum Generation AB, Holmen Energi AB, Jämtkraft AB, Karlstads Energi AB, Skellefteå Kraft AB, Sollefteåforsens AB, Statkraft Sverige AB, Umeå Energi AB and Vattenfall Vattenkraft AB partivipates in HUVA. Stockholm, November 2015 Cristian -
Sedimentation and Shoaling Work Unit
1 SEDIMENTARY PROCESSES lAND ENVIRONMENTS IIN THE COLUMBIA RIVER ESTUARY l_~~~~~~~~~~~~~~~7 I .a-.. .(.;,, . I _e .- :.;. .. =*I Final Report on the Sedimentation and Shoaling Work Unit of the Columbia River Estuary Data Development Program SEDIMENTARY PROCESSES AND ENVIRONMENTS IN THE COLUMBIA RIVER ESTUARY Contractor: School of Oceanography University of Washington Seattle, Washington 98195 Principal Investigator: Dr. Joe S. Creager School of Oceanography, WB-10 University of Washington Seattle, Washington 98195 (206) 543-5099 June 1984 I I I I Authors Christopher R. Sherwood I Joe S. Creager Edward H. Roy I Guy Gelfenbaum I Thomas Dempsey I I I I I I I - I I I I I I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ PREFACE The Columbia River Estuary Data Development Program This document is one of a set of publications and other materials produced by the Columbia River Estuary Data Development Program (CREDDP). CREDDP has two purposes: to increase understanding of the ecology of the Columbia River Estuary and to provide information useful in making land and water use decisions. The program was initiated by local governments and citizens who saw a need for a better information base for use in managing natural resources and in planning for development. In response to these concerns, the Governors of the states of Oregon and Washington requested in 1974 that the Pacific Northwest River Basins Commission (PNRBC) undertake an interdisciplinary ecological study of the estuary. At approximately the same time, local governments and port districts formed the Columbia River Estuary Study Taskforce (CREST) to develop a regional management plan for the estuary. PNRBC produced a Plan of Study for a six-year, $6.2 million program which was authorized by the U.S. -
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 .................................................................................... -
Springtime Flood Risk Reduction in Rural Arctic: a Comparative Study of Interior Alaska, United States and Central Yakutia, Russia
geosciences Article Springtime Flood Risk Reduction in Rural Arctic: A Comparative Study of Interior Alaska, United States and Central Yakutia, Russia Yekaterina Y. Kontar 1,* ID , John C. Eichelberger 2, Tuyara N. Gavrilyeva 3,4 ID , Viktoria V.Filippova 5 ID , Antonina N. Savvinova 6 ID , Nikita I. Tananaev 7 ID and Sarah F. Trainor 2 1 Science Diplomacy Center, The Fletcher School of Law and Diplomacy, Tufts University, Medford, MA 02155, USA 2 International Arctic Research Center (IARC), University of Alaska Fairbanks, Fairbanks, AK 99775-7340, USA; [email protected] (J.C.E.); [email protected] (S.F.T.) 3 Institute of Engineering & Technology, North-Eastern Federal University, Yakutsk 677007, Russia; [email protected] 4 Department of Regional Economic and Social Studies, Yakutian Scientific Center of the Russian Academy of Sciences, Yakutsk 677007, Russia 5 The Institute for Humanities Research and Indigenous Studies of the North, Russian Academy of Sciences Siberian Branch, Yakutsk 677000, Russia; fi[email protected] 6 Institute of Natural Sciences, North-Eastern Federal University, Yakutsk 677000, Russia; [email protected] 7 The Melnikov Permafrost Institute, Siberian Branch of the Russian Academy of Sciences, Yakutsk 677010, Russia; [email protected] * Correspondence: [email protected]; Tel.: +1-402-450-2267 Received: 30 November 2017; Accepted: 3 March 2018; Published: 8 March 2018 Abstract: Every spring, riverine communities throughout the Arctic face flood risk. As the river ice begins to thaw and break up, ice jams—accumulation of chunks and sheets of ice in the river channel, force melt water and ice floes to back up for dozens of kilometers and flood vulnerable communities upstream. -
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. -
2011-2012 Michigan Winter Hazards Awareness
2011-2012 Michigan Winter Hazards Awareness INSIDE THIS PACKET Governor’s Proclamation Committee for Severe Weather Awareness Contacts 2009-2010 Winter Season Review Winter Safety Tips Winter Hazards Frequently Asked Questions (FAQs) Preventing Frozen Pipes Preventing Roof Ice Dams Ice Jams/Flooding Preventing Flood Damage Flood Insurance FAQs Winter Power Outage Tips - Heat Sources Safety Portable Generator Hazards National Weather Service Offices The Michigan Committee for Severe Weather Awareness was formed in 1991 to promote safety awareness and coordinate public information efforts regarding tornadoes, lightning, flooding and winter weather. For more information visit www.mcswa.com November 2011 For more information visit www.mcswa.com November 2011 Michigan Committee for Severe Weather Awareness Rich Pollman, Chair Kevin Thomason National Weather Service State Farm Insurance 9200 White Lake Road P.O. Box 4094 White Lake, MI 48386-1126 Kalamazoo, MI 49003-4094 248/625-3309, Ext. 726 269/384-2580 [email protected] [email protected] Mary Stikeleather-Piorunek, Vice Chair Terry Jungel Lapeer County Emergency Management Michigan Sheriffs’ Association 2332 W. Genesee Street 515 N. Capitol Lapeer, MI 48446 Lansing, MI 48933 810/667-0242 517-485-3135 [email protected] [email protected] Lori Conarton, Secretary Les Thomas Insurance Institute of Michigan Michigan Dept. of Environmental Quality 334 Townsend P.O. Box 30458 525 W. Allegan Lansing, MI 48933 Lansing, MI 48909-7958 517/371-2880 517/335-3448 [email protected] [email protected] Mark Walton Terry DeDoes National Weather Service Consumers Energy 4899 South Complex Drive, S.E. 530 W. Willow Grand Rapids, MI 49512 Lansing, MI 48909-7662 616/949-0643, Ext. -
Novel Hydraulic Structures and Water Management in Iran: a Historical Perspective
Novel hydraulic structures and water management in Iran: A historical perspective Shahram Khora Sanizadeh Department of Water Resources Research, Water Research Institute������, Iran Summary. Iran is located in an arid, semi-arid region. Due to the unfavorable distribution of surface water, to fulfill water demands and fluctuation of yearly seasonal streams, Iranian people have tried to provide a better condition for utilization of water as a vital matter. This paper intends to acquaint the readers with some of the famous Iranian historical water monuments. Keywords. Historic – Water – Monuments – Iran – Qanat – Ab anbar – Dam. Structures hydrauliques et gestion de l’eau en Iran : une perspective historique Résumé. L’Iran est situé dans une région aride, semi-aride. La répartition défavorable des eaux de surface a conduit la population iranienne à créer de meilleures conditions d’utilisation d’une ressource aussi vitale que l’eau pour faire face à la demande et aux fluctuations des débits saisonniers annuels. Ce travail vise à faire connaître certains des monuments hydrauliques historiques parmi les plus fameux de l’Iran. Mots-clés. Historique – Eau – Monuments – Iran – Qanat – Ab anbar – Barrage. I - Introduction Iran is located in an arid, semi-arid region. Due to the unfavorable distribution of surface water, to fulfill water demands and fluctuation of yearly seasonal streams, Iranian people have tried to provide a better condition for utilization of water as a vital matter. Iran is located in the south of Asia between 44º 02´ and 63º 20´ eastern longitude and 25º 03´ to 39º 46´ northern latitude. The country covers an area of about 1.648 million km2. -
Special Hazards Supplement to the CRS Coordinator's Manual
National Flood Insurance Program Community Rating System Special Hazards Supplement to the CRS Coordinator’s Manual 2006 A community interested in more information on obtaining flood insurance premium credits through the Community Rating System (CRS) should have the CRS Application. This and other publications on the CRS are available at no cost from Flood Publications NFIP/CRS P.O. Box 501016 Indianapolis, IN 46250-1016 (317) 848-2898 Fax: (317) 848-3578 [email protected] They can also be viewed and downloaded from FEMA’s CRS website, http://training.fema.gov/emiweb/CRS/index.htm Contents Section Page Introduction ..................................................................................... 1 Background on the Special Hazards ................................................. 3 Ice Jam Flooding ........................................................................ 3 Hazards Related to Closed Basin Lakes ...................................... 5 Hazards Related to Mudflows ..................................................... 6 Hazards Related to Land Subsidence........................................... 7 Hazards Related to Uncertain Flow Path Flooding .................... 12 CRS Credit..................................................................................... 14 300 Public Information Activities ............................................ 22 310 Elevation Certificates .................................................. 22 320 Map Information.......................................................... 22 330 Outreach Projects -
Wyoming Silver Jackets River Ice Workshop Ice Jam Mitigation
Wyoming Silver Jackets River Ice Workshop Ice Jam Mitigation CRREL Ice Engineering Group Presented by, Joseph Rocks Research Hydraulic Engineer ERDC Cold Regions Research and Engineering Laboratory, Hanover NH May 2018 Ice Jam Mitigation . Objectives . Advance/Early Warning Measures . Emergency Measures . Permanent Measures BUILDING STRONG® Innovative solutions for a safer, better world Ice Jam Mitigation Mitigation Objectives . Reduce ice jam flood damages . Reliable performance . Low environmental impact BUILDING STRONG® Innovative solutions for a safer, better world Ice Jam Mitigation Freezeup Jam Mitigation Objectives ► gradual production and accumulation • reduce production • collect ice in safe place BUILDING STRONG® Innovative solutions for a safer, better world Ice Jam Mitigation Breakup Jam Mitigation Objectives ► dynamic breakup and jam • reduce ice volume • arrest run in safe place • allow run to pass BUILDING STRONG® Innovative solutions for a safer, better world Ice Jam Mitigation Advance Measures . Goals: Flood protection Reduce ice supply Control breakup sequence Increase conveyance . Non-structural intervention . Two weeks to six months lead time . Can be inexpensive . Effectiveness difficult to quantify BUILDING STRONG® Innovative solutions for a safer, better world Ice Jam Mitigation Advance Measures: Early Warning . Ice motion detectors . Trained observers . Web Cameras . Provides critical information . Two weeks to six months lead time . Inexpensive and invaluable BUILDING STRONG® Innovative solutions for a safer, better world Ice Jam Mitigation Advance Measures: Early Warning Ice Motion Detectors . Trip wires in ice ► alarms inform emergency managers ► select locations to give as much lead time as possible A CRREL ice jam motion detector installed on the Kennebec River in Maine. BUILDING STRONG® Innovative solutions for a safer, better world Ice Jam Mitigation Advance Measures: Early Warning Trained Observers .