Colorado Silver Jackets River Ice Workshop River Ice Processes
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Benthic Community Response to Iceberg Scouring at an Intensely Disturbed Shallow Water Site at Adelaide Island, Antarctica
Vol. 355: 85–94, 2008 MARINE ECOLOGY PROGRESS SERIES Published February 26 doi: 10.3354/meps07311 Mar Ecol Prog Ser Benthic community response to iceberg scouring at an intensely disturbed shallow water site at Adelaide Island, Antarctica Dan A. Smale*, David K. A. Barnes, Keiron P. P. Fraser, Lloyd S. Peck British Antarctic Survey, Natural Environment Research Council, High Cross, Madingley Road, Cambridge CB3 OET, UK ABSTRACT: Disturbance is a key structuring force influencing shallow water communities at all latitudes. Polar nearshore communities are intensely disturbed by ice, yet little is known about benthic recovery following iceberg groundings. Understanding patterns of recovery following ice scour may be particularly important in the West Antarctic Peninsula region, one of the most rapidly changing marine systems on Earth. Here we present the first observations from within the Antarc- tic Circle of community recovery following iceberg scouring. Three grounded icebergs were marked at a highly disturbed site at Adelaide Island (~67° S) and the resultant scours were sampled at <1, 3, 6, 12, 18 and 30 to 32 mo following formation. Each iceberg impact was catastrophic in that it resulted in a 92 to 96% decrease in abundance compared with reference zones, but all post- scoured communities increased in similarity towards ‘undisturbed’ assemblages over time. Taxa recovered at differing rates, probably due to varying mechanisms of return to scoured areas. By the end of the study, we found no differences in abundance between scoured and reference samples for 6 out of 9 major taxonomic groups. Five pioneer species had consistently elevated abundances in scours compared with reference zones. -
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 -
Sea Ice Growth and Decay a Remote Sensing Perspective Sea Ice Growth & Decay
Sea Ice Growth And Decay A Remote Sensing Perspective Sea Ice Growth & Decay Add snow here Loss of Sea Ice in the Arctic Donald K. Perovich and Jacqueline A. Richter-Menge Annual Review of Marine Science 2009 1:1, 417-441 Sea Ice Remote Sensing Method Physical Property Sensor Type Geophysical Variable Passive Microwave Surface Emissivity Radiometer Sea Ice Concentration ~ 1 – 100 GHz Sea Ice Classification Sea Ice Motion Thin Sea Ice Thickness (Snow Depth) Active Microwave Backscatter SAR Sea Ice Classification Sea Ice Motion Very Thin Sea Ice Thickness Scatterometer Sea Ice Type Altimeter Sea Ice Thickness (Snow Depth) Optical Spectral Albedo Spectrometer Floe Sizes Distribution Melt Pond Coverage Melt Pond Depth Infrared Surface Emissivity Radiometer Sea Ice Surface Temperature Thin Sea Ice Thickness Laser Backscatter Altimeter Sea Ice Thickness What are the main processes of sea ice growth & decay? How do they affect sea ice remote sensing? How to observe these processes independently? Formation Redistribution Snow Surface Melt & Growth Processes Annual Cycle of Sea Ice Sea Ice Extent Area covered at least with 15% sea ice (according to passive microwave data) Long-Term Sea Ice Trends Sea Ice Extent Sea Ice Thickness Passive Microwave Time Series Submarines, Moorings, Airborne Surveys Arctic Antarctic No comparable sea ice thickness data record Sea Ice Age & Type Sea Ice Age Sea Ice Type Model with observed ice drift & concentration Passive & Active Microwave Formation Redistribution Snow Surface Melt & Growth Processes Early Sea Ice -
Frazil-Ice Nucleation by Mass-Exchange Processes at the Air- Water Interface
J ournal oIG/acio logy, V o !. 19, No. 8 1, 197 7 FRAZIL-ICE NUCLEATION BY MASS-EXCHANGE PROCESSES AT THE AIR- WATER INTERFACE By T. E. O ST E RKAMP':' (Geophysical Institute, University of Alaska, Fairbanks, A laska 99701, U .S.A. ) AosTRACT. T he physical requirem ents for proposed frazil-ice nucleati on theori es are reviewed in the light of recent observations on frazil-ice forma tion. It is concluded that sponta neous heterogeneous nucleation in a thin supercooled surface la yer of wa ter is not a via ble mechanism for frazil-ice nucleation. E fforts to observe crys ta l multiplicati on b y b order ice have n o t been successful. The mass-excha nge m echanism proposed by O sterka mp and others ( 1974) has been gen era li zed to include splashing, wind spray, bubble bursting, evapo ra tion, a nd ma teria l tha t originates a t a dista nce from the strea m (e. g. snow, frost, ice pa rticles, cold orga nic m a teria l, a nd cold soil pa rticles). I t is shown that these mass-exchange processes ca n account for frazil-ice nucleation under a wide ra nge of phys ical a nd meteorological conditions. It is suggested that secondary nuclea tion may be responsible for large frazil-ice concentra tions in streams and rivers. R EsuME. JVllcieatioll de la glace dll ''.fra zil'' par des processus d'echallges de masses a I'illlerface air ell eall. O n a rev u les conditions physiques requises pa r les theories p our la nucleation d e la glace du " frazil " a la lumicre de recentes observations sur cette forma ti on. -
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. -
Snow and Ice Control Around Structures - George D
COLD REGIONS SCIENCE AND MARINE TECHNOLOGY - Snow and Ice Control Around Structures - George D. Ashton SNOW AND ICE CONTROL AROUND STRUCTURES George D. Ashton Consultant, Lebanon, NH 03766 Keywords: ice jams, ice control, flooding, snow drifting, snow loads, river ice Contents 1. Introduction 2. Nature of ice jams 2.1. Frazil Ice 2.1.1. Hanging Dams 2.1.2. Blockage of Intakes 2.2. Breakup Ice Jams 3. Control of ice jams 3.1. Frazil Ice Jams 3.2. Breakup Ice Jams 3.2.1. Ice Suppression 3.2.2. Dikes 3.2.3. Ice Booms 3.2.4. Ice Control Structures 3.2.5. Ice Removal 3.2.6. Ice Breaking 3.2.7. Ice Weakening 3.2.8. Blasting 4. Other Ice Control Techniques 4.1. Air Bubbler Systems 4.1.1. Requirements 4.1.2. Limitations 4.1.3. Operation 4.2. Other Ice Control Techniques 5. Snow control around structures 5.1. Buildings 5.1.1. Snow UNESCOLoads on Roofs – EOLSS 5.1.2. Blowing Snow 5.2. Roads 5.2.1 Snow Fences 6. Conclusion SAMPLE CHAPTERS Glossary Bibliography Biographical Sketch Summary Two main topics are treated here: control of ice jams including mitigation measures, and control of snow accumulations around structures. The nature of ice jams is described and the difference between jams formed of frazil ice and jams formed of broken ice is ©Encyclopedia of Life Support Systems (EOLSS) COLD REGIONS SCIENCE AND MARINE TECHNOLOGY - Snow and Ice Control Around Structures - George D. Ashton discussed. Also discussed are various ice control techniques used for specific problems. -
The Effects of Rotation and Ice Shelf Topography on Frazil-Laden Ice Shelf Water Plumes
The effects of rotation and ice shelf topography on frazil-laden ice shelf water plumes Article Published Version Holland, P. R. and Feltham, D. L. (2006) The effects of rotation and ice shelf topography on frazil-laden ice shelf water plumes. Journal of Physical Oceanography, 36 (12). pp. 2312-2327. ISSN 0022-3670 doi: https://doi.org/10.1175/JPO2970.1 Available at http://centaur.reading.ac.uk/34907/ It is advisable to refer to the publisher’s version if you intend to cite from the work. See Guidance on citing . Published version at: http://dx.doi.org/10.1175/JPO2970.1 To link to this article DOI: http://dx.doi.org/10.1175/JPO2970.1 Publisher: American Meteorological Society All outputs in CentAUR are protected by Intellectual Property Rights law, including copyright law. Copyright and IPR is retained by the creators or other copyright holders. Terms and conditions for use of this material are defined in the End User Agreement . www.reading.ac.uk/centaur CentAUR Central Archive at the University of Reading Reading’s research outputs online 2312 JOURNAL OF PHYSICAL OCEANOGRAPHY VOLUME 36 The Effects of Rotation and Ice Shelf Topography on Frazil-Laden Ice Shelf Water Plumes ϩ PAUL R. HOLLAND* AND DANIEL L. FELTHAM Centre for Polar Observation and Modelling, University College London, London, United Kingdom (Manuscript received 24 June 2005, in final form 20 April 2006) ABSTRACT A model of the dynamics and thermodynamics of a plume of meltwater at the base of an ice shelf is presented. Such ice shelf water plumes may become supercooled and deposit marine ice if they rise (because of the pressure decrease in the in situ freezing temperature), so the model incorporates both melting and freezing at the ice shelf base and a multiple-size-class model of frazil ice dynamics and deposition. -
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. -
The Effects of Ice on Stream Flow
LIBRARY COPY DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY GEORGE OTI8 SMITH, DIKECTOK WATER-SUPPLY PAPER 337 THE EFFECTS OF ICE ON STREAM FLOW BY WILLIAM GLENN HOYT WASHINGTON GOVERNMENT PRINTING OFFICE 1913 CONTENTS. Page. Introduction____________________________________ 7 Factors that modify winter run-off_______________________ 9 Classification_________________________________ 9 Climatic factors_______________________________ 9 Precipitation and temperature____________________ 9 Barometric pressure__________________________ 17 Chinook winds________________________________ 18 Geologic factors________________________________ 19 Topographic factors______________________________ 20 Natural storage_____________________________ 20 Location, size, and trend of drainage basins____________ 22 Character of streams_________________________ 22 Vegetational factors_____________________________. 23 Artificial control _________________________________ 23 Formation of ice______________________________^____ 24 General conditions ________________________________ 24 Surface ice __ __ __ ___________________ 24 Method of formation____________________________. 24 Length and severity of cold period__________________ 25 Temperature of affluents________________________'__ 26 Velocity of water and. character of bed_______________ 27 Fluctuations in stage__________________________ 27 Frazil______________________________________ 28 Anchor ice_____________________ __________ 29 Effect of ice on relation of stage to discharge_________ ______ 30 The -
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 .