Best Practices for Building and Working Safely on Ice Covers in Ontario
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Baffin Bay Sea Ice Extent and Synoptic Moisture Transport Drive Water Vapor
Atmos. Chem. Phys., 20, 13929–13955, 2020 https://doi.org/10.5194/acp-20-13929-2020 © Author(s) 2020. This work is distributed under the Creative Commons Attribution 4.0 License. Baffin Bay sea ice extent and synoptic moisture transport drive water vapor isotope (δ18O, δ2H, and deuterium excess) variability in coastal northwest Greenland Pete D. Akers1, Ben G. Kopec2, Kyle S. Mattingly3, Eric S. Klein4, Douglas Causey2, and Jeffrey M. Welker2,5,6 1Institut des Géosciences et l’Environnement, CNRS, 38400 Saint Martin d’Hères, France 2Department of Biological Sciences, University of Alaska Anchorage, 99508 Anchorage, AK, USA 3Institute of Earth, Ocean, and Atmospheric Sciences, Rutgers University, 08854 Piscataway, NJ, USA 4Department of Geological Sciences, University of Alaska Anchorage, 99508 Anchorage, AK, USA 5Ecology and Genetics Research Unit, University of Oulu, 90014 Oulu, Finland 6University of the Arctic (UArctic), c/o University of Lapland, 96101 Rovaniemi, Finland Correspondence: Pete D. Akers ([email protected]) Received: 9 April 2020 – Discussion started: 18 May 2020 Revised: 23 August 2020 – Accepted: 11 September 2020 – Published: 19 November 2020 Abstract. At Thule Air Base on the coast of Baffin Bay breeze development, that radically alter the nature of rela- (76.51◦ N, 68.74◦ W), we continuously measured water va- tionships between isotopes and many meteorological vari- por isotopes (δ18O, δ2H) at a high frequency (1 s−1) from ables in summer. On synoptic timescales, enhanced southerly August 2017 through August 2019. Our resulting record, flow promoted by negative NAO conditions produces higher including derived deuterium excess (dxs) values, allows an δ18O and δ2H values and lower dxs values. -
Avoiding Slush for Hot-Point Drilling of Glacier Boreholes
Annals of Glaciology Avoiding slush for hot-point drilling of glacier boreholes Benjamin H. Hills1,2 , Dale P. Winebrenner1,2 , W. T. Elam1,2 and Paul M. S. Kintner1,2 Letter 1Department of Earth and Space Sciences, University of Washington, Seattle, WA, USA and 2Polar Science Center, Cite this article: Hills BH, Winebrenner DP, Applied Physics Laboratory, University of Washington, Seattle, WA, USA Elam WT, Kintner PMS (2021). Avoiding slush for hot-point drilling of glacier boreholes. Abstract Annals of Glaciology 62(84), 166–170. https:// doi.org/10.1017/aog.2020.70 Water-filled boreholes in cold ice refreeze in hours to days, and prior attempts to keep them open with antifreeze resulted in a plug of slush effectively freezing the hole even faster. Thus, antifreeze Received: 12 May 2020 as a method to stabilize hot-water boreholes has largely been abandoned. In the hot-point drilling Revised: 7 September 2020 Accepted: 9 September 2020 case, no external water is added to the hole during drilling, so earlier antifreeze injection is pos- First published online: 12 October 2020 sible while the drill continues melting downward. Here, we use a cylindrical Stefan model to explore slush formation within the parameter space representative of hot-point drilling. We Key words: find that earlier injection timing creates an opportunity to avoid slush entirely by injecting suf- Ice drilling; Ice engineering; Ice temperature; Recrystallization ficient antifreeze to dissolve the hole past the drilled radius. As in the case of hot-water drilling, the alternative is to force mixing in the hole after antifreeze injection to ensure that ice refreezes Author for correspondence: onto the borehole wall instead of within the solution as slush. -
In the United States District Court for the District of Maine
Case 2:21-cv-00154-JDL Document 1 Filed 06/14/21 Page 1 of 13 PageID #: 1 IN THE UNITED STATES DISTRICT COURT FOR THE DISTRICT OF MAINE ICE CASTLES, LLC, a Utah limited liability company, Plaintiff, COMPLAINT vs. Case No.: ____________ CAMERON CLAN SNACK CO., LLC, a Maine limited liability company; HARBOR ENTERPRISES MARKETING AND JURY TRIAL DEMANDED PRODUCTION, LLC, a Maine limited liability company; and LESTER SPEAR, an individual, Defendants. Plaintiff Ice Castles, LLC (“Ice Castles”), by and through undersigned counsel of record, hereby complains against Defendants Cameron Clan Snack Co., LLC; Harbor Enterprises Marketing and Production, LLC; and Lester Spear (collectively, the “Defendants”) as follows: PARTIES 1. Ice Castles is a Utah limited liability company located at 1054 East 300 North, American Fork, Utah 84003. 2. Upon information and belief, Defendant Cameron Clan Snack Co., LLC is a Maine limited liability company with its principal place of business at 798 Wiscasset Road, Boothbay, Maine 04537. 3. Upon information and belief, Defendant Harbor Enterprises Marketing and Production, LLC is a Maine limited liability company with its principal place of business at 13 Trillium Loop, Wyman, Maine 04982. Case 2:21-cv-00154-JDL Document 1 Filed 06/14/21 Page 2 of 13 PageID #: 2 4. Upon information and belief, Defendant Lester Spear is an individual that resides in Boothbay, Maine. JURISDICTION AND VENUE 5. This is a civil action for patent infringement arising under the Patent Act, 35 U.S.C. § 101 et seq. 6. This Court has subject matter jurisdiction over this controversy pursuant to 28 U.S.C. -
A Hail Size Distribution Impact Transducer
A Hail Size Distribution Impact Transducer John E. Lanea, Robert C. Youngquistb, William D. Haskella, and Robert B. Coxa aASRC Aerospace Corporation, P.O. Box 21087, Kennedy Space Center, FL 32815 [email protected] [email protected] [email protected] bNational Aeronautics and Space Administration (NASA), Kennedy Space Center, FL 32899 [email protected] Abstract: An active impact transducer has been designed and tested for the purpose of monitor- ing hail fall in the vicinity of the Space Shuttle launch pads. An important outcome of this design is the opportunity to utilize frequency analysis to discriminate between the audio signal generat- ed from raindrop impacts and that of hailstone impacts. The sound of hail impacting a metal plate is subtly but distinctly different than the sound of rain impacts. This useful characteristic permits application of signal processing algorithms that are inherently more robust than tech- niques relying on amplitude processing alone in the implementation of a hail disdrometer. 1 1. Introduction Impact disdrometers have long been a useful meteorological tool to measure and quantify rainfall drop size distributions, where a drop momentum is converted into a single electrical im- pulse.1,2 The electrical impulse amplitude is converted to an estimate of drop diameter by means of an empirical calibration formula. The calibration may be a one-time procedure involving dropping numerous known-size-calibration drops from a tower of sufficient height to achieve terminal velocity. The test drop sizes must adequately span the size range of interest. Alternative- ly, or as a supplement to the single drop calibration, an in situ method of comparing the sum of accumulated drop impulses to the tip time interval of a tipping-bucket rain gauge may be uti- lized.3 Prior to launch, the Space Shuttle and other NASA launch vehicles are primarily large ther- mos bottles containing substantial quantities of cryogenic fuels. -
Ice Road Truckers Needn't Fret
Western Canada’s Trucking Newspaper Since 1989 December 2016 Volume 27, Issue 12 Rock slide: B.C. rock slide Helping truckers: Truckers STA gala: Saskatchewan RETAIL wipes out section of Trans- Christmas Group looks for Trucking Association holds ADVERTISING Canada Highway, costs donations to help trucking annual gala, addresses Page 13 Page 16 Page Page 12 Page industry thousands. families. industry issues. PAGES 29-39 truckwest.ca Safety on winter roads Winter driving conditions can pose challenge to even the biggest rig By Derek Clouthier Many believe that the use of airships, like the one depicted above, to deliver cargo to Canada’s northern region would bring REGINA, Sask. – Don’t be fooled by the business to the trucking industry. balmy mid-November temperatures that hit Western Canada this year – win- ter is just around the corner. And whether you’re trucking through mountainous terrain in British Colum- bia or making your way across the prai- Ice road truckers ries of Saskatchewan, slippery roads and reduced visibility can wreak havoc. The Saskatchewan Ministry of High- ways and Infrastructure urge truck Reach us at drivers to conduct thorough trip in- our Western needn’t fret spections, and to give extra time dur- Canada news ing the winter months to complete. bureau “Checking your truck, trailer(s), tires, brakes, lights and other equipment be- Contact How the use of airships would fore you start a trip is always impor- Derek Clouthier tant,” the ministry informed Truck Derek@ West. “With cold weather, extra care should be taken with these regular in- Newcom.ca help the trucking industry spections. -
Ice Road Door Guys Installing and Servicing Doors in the Arctic
T H E S W E GARAGE DOOR N VOLUME 21 ISSUE 4 The Monthly Overhead Door Newspaper Since 1992 APRIL 2012 Ice Road Door Guys Installing and Servicing Doors in the Arctic NORTHWEST TERRITORIES - It’s not surprising to most door professionals that a door company in a community of 70,000 people needs to look beyond residential and commercial garage doors as a source of income. But CN Doors is no ordinary small town garage door installation and service company. Based out of Yellowknife in the Northwest Territories (NWT) of Canada and servicing neighboring Nunavut, CN Doors services a geographical area of 1.3 million square miles – equal in size to ½ the contiguous 48 US States. Launched in 2004, the company is, according to Colin Cleveland, Operations Manager and co-owner of CN Doors, a specialist in servicing the arctic market. “Our tech guys routinely fly in with the Ice Pilots of Buffalo Air and drive the same ice roads as the Ice Road Truckers,” notes Cleveland. The market north of the 60th parallel lives and dies by the seasons. Winter in the Canadian arctic runs from September to May, and many towns are only accessible by truck Continued Page 12 CN Doors' service van on an 80' wide ice road. For links to our SALES & CUSTOMER SERVICE 1-800-361-3198 advertisers go to: www.dekcanada.com OPENING DOORS FOR PROFESSIONALS 1928 St-Regis Blvd, Dorval, Q.C., H9P 1H6 www.garagedoornews.com THE BEST DEALS on truck doors, parts and accessories Parts & Accessories for All Brands of Operators BORN AND RAISED IN OUR CLIMATE. -
ICE COVERED LAKES Ice Formation Thermal Regime
I ICE COVERED LAKES Ice formed from the underside of the ice sheet has crys- tals with columnar structure; it is possible to see through the ice. Such ice is called black ice. Ice can also be formed Lars Bengtsson in a slush layer between the snow and the top of the ice. Department of Water Resources Engineering, When the weight of the snow is more than the lifting force Lund University, Lund, Sweden from the ice, the ice cover is forced under the water surface and water enters into the snow which becomes saturated Ice formation with water. When this slush layer freezes, snow ice or Lakes at high latitudes or high altitudes are ice covered white ice is formed. The crystals in this kind of ice are ran- part of the year; typically from November to April and in domly distributed. This ice is not transparent but looks the very north sometimes from October to early June. Arc- somewhat like milk. An example of ice growth is shown tic lakes may be ice covered throughout the year. When in Figure 1 from a bay in the Luleå archipelago (almost there is a regular ice cover for several months, the ice fresh water). thickness reaches more than ½ meter. At mid latitudes The ice on a lake has ecological consequences. Since occasional ice cover may appear for short periods several there is no exchange with the atmosphere, the oxygen con- times during a winter. Where there is a stable ice cover, tent of the water decreases and the bottom layers may be ice roads are prepared. -
Guidelines for Safe Ice Construction
GUIDELINES FOR SAFE ICE CONSTRUCTION 2015 GUIDELINES FOR SAFE ICE CONSTRUCTION Department of Transportation February 2015 This document is produced by the Department of Transportation of the Government of the Northwest Territories. It is published in booklet form to provide a comprehensive and easy to carry reference for field staff involved in the construction and maintenance of winter roads, ice roads, and ice bridges. The bearing capacity guidance contained within is not appropriate to be used for stationary loads on ice covers (e.g. drill pads, semi-permanent structures). The Department of Transportation would like to acknowledge NOR-EX Ice Engineering Inc. for their assistance in preparing this guide. Table of Contents 1.0 INTRODUCTION .................................................5 2.0 DEFINITIONS ....................................................8 3.0 ICE BEHAVIOR UNDER LOADING ................................13 4.0 HAZARDS AND HAZARD CONTROLS ............................17 5.0 DETERMINING SAFE ICE BEARING CAPACITY .................... 28 6.0 ICE COVER MANAGEMENT ..................................... 35 7.0 END OF SEASON GUIDELINES. 41 Appendices Appendix A Gold’s Formula A=4 Load Charts Appendix B Gold’s Formula A=5 Load Charts Appendix C Gold’s Formula A=6 Load Charts The following Appendices can be found online at www.dot.gov.nt.ca Appendix D Safety Act Excerpt Appendix E Guidelines for Working in a Cold Environment Appendix F Worker Safety Guidelines Appendix G Training Guidelines Appendix H Safe Work Procedure – Initial Ice Measurements Appendix I Safe Work Procedure – Initial Snow Clearing Appendix J Ice Cover Inspection Form Appendix K Accident Reporting Appendix L Winter Road Closing Protocol (March 2014) Appendix M GPR Information Tables 1. Modification of Ice Loading and Remedial Action for various types of cracks .........................................................17 2. -
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. -
Beekman Rd (CR 9) - Reverse Curves
Road Safety Assessment (SA) Report FINAL BEEKMAN ROAD (CR 9) SAFETY ASSESSMENT BEEKMAN-POUGHQUAG ROAD (CR 7) TO NYS ROUTE 55 TOWN OF BEEKMAN, NEW YORK POUGHKEEPSIE-DUTCHESS COUNTY TRANSPORTATION COUNCIL 27 HIGH STREET, 2ND FLOOR POUGHKEEPSIE, NY 12601 FINAL REPORT DATE: MARCH 2013 ASSESSMENT DATE: OCTOBER 24 - 26, 2012 10B Madison Avenue Extension // Albany, NY 12203-7314 Road Safety Assessment (SA) Report (FINAL) Beekman Road (CR 9) - Beekman-Poughquag Road (CR 7) to NYS Route 55 Poughkeepsie-Dutchess County Transportation Council March 2013 Table of Contents 1.0 BACKGROUND 4 1.1 SA Team 7 1.2 SA Process 8 1.3 SA Report 8 1.4 Study Area Characteristics, Operations, and Safety Performance 9 2.0 ASSESSMENT FINDINGS AND SUGGESTIONS 17 2.1 Beekman Road (CR 9) 17 2.1.1 Operating Speeds 17 2.1.2 Unforgiving Roadside Features 18 2.1.3 Shoulder Drop-Off 19 2.1.4 Non-Traversable Roadside Drainage Element 19 2.1.5 Guide Rail Condition 20 2.1.6 Hazardous Trees and Vegetation 21 2.1.7 Sign Consistency, Clutter, Legibility, and Spacing 21 2.1.8 Street Name Signing 22 2.1.9 Barton Orchard Sign 23 2.1.10 Breakaway Post Bases 23 2.1.11 Abandoned Sign Posts 24 2.1.12 Stop Lines 24 2.1.13 Bicycle and Pedestrian Accommodation 25 2.2 Intersection of Beekman Road (CR 9) with Beekman-Poughquag Road (CR 7) 26 2.2.1 Intersection Sight Distance - North 26 2.2.2 Intersection Sight Distance - South 26 Page 2 of 64 Road Safety Assessment (SA) Report (FINAL) Beekman Road (CR 9) - Beekman-Poughquag Road (CR 7) to NYS Route 55 Poughkeepsie-Dutchess County Transportation -
VOYA Voyageurs National Park ROAD INVENTORY (1100 SERIES FMSS LOCATIONS)
Page 1 of 5 Cycle 6 NPS / RIP Route ID Report Report Date: 09/02/2020 (Numerical By Summary Route and Subcomponent #) Shading Color Key White = Paved Routes, DCV Driven Grey = Paved Routes, DCV not Driven Black = Non-NPS Routes = Concession Route Yellow = Unpaved Routes, DCV not Driven Blue = Paved Parking Areas Green = Unpaved Parking Areas DCV = Data Collection Vehicle Red text denotes: MRL = Manually Rated Line *Unpaved route data (mileages and square footage) were collected by the Road Inventory Program (RIP) MRP = Manually Rated Polygon only when the Cycle Collected is "6", otherwise the unpaved information was provided by NPS. PKG = Parking Areas NC = Not Collected VOYA Voyageurs National Park ROAD INVENTORY (1100 SERIES FMSS LOCATIONS) Route FMSS Route Description Maintenance Paved Unpaved Total Area Surf. Area Route Name District No. Number FLTP Miles Miles Mileage (SQ FT) Type Map Cycle Collected Iteration Collected Functional Class Concession From To 0010 6 1 19589 RAINY LAKE VISITOR FROM STATE HIGHWAY 11 TO ROUTE 0900 (RAINY RAINY YES 1.64 0 1.64 1 AS 1 CENTER ACCESS ROAD LAKE VISITOR CENTER PARKING) 0100 6 1 37638 ASH RIVER VISITOR CENTER FROM COUNTY ROAD 129 TO ROUTE 0907 (ASH RIVER NAMAKAN YES 3.13 0 3.13 1 AS 2 ACCESS ROAD VISITOR CENTER PARKING) 0200 NC 00002810 RAINY LAKE ICE ROAD FROM RAINY LAKE VISITOR TO END OF LOOP AT RAINY RAINY NO 0 13.00 13.00 3 OT CENTER LAKE VISITOR CENTER 0201 NC 241212 KABETOGAMA LAKE ICE FROM KABETOGAMA LAKE TO ASH RIVER VISITOR NAMAKAN NO 0 9.30 9.30 3 OT ROAD VISITOR CENTER CENTER 0400 6 -
East Antarctic Sea Ice in Spring: Spectral Albedo of Snow, Nilas, Frost Flowers and Slush, and Light-Absorbing Impurities in Snow
Annals of Glaciology 56(69) 2015 doi: 10.3189/2015AoG69A574 53 East Antarctic sea ice in spring: spectral albedo of snow, nilas, frost flowers and slush, and light-absorbing impurities in snow Maria C. ZATKO, Stephen G. WARREN Department of Atmospheric Sciences, University of Washington, Seattle, WA, USA E-mail: [email protected] ABSTRACT. Spectral albedos of open water, nilas, nilas with frost flowers, slush, and first-year ice with both thin and thick snow cover were measured in the East Antarctic sea-ice zone during the Sea Ice Physics and Ecosystems eXperiment II (SIPEX II) from September to November 2012, near 658 S, 1208 E. Albedo was measured across the ultraviolet (UV), visible and near-infrared (nIR) wavelengths, augmenting a dataset from prior Antarctic expeditions with spectral coverage extended to longer wavelengths, and with measurement of slush and frost flowers, which had not been encountered on the prior expeditions. At visible and UV wavelengths, the albedo depends on the thickness of snow or ice; in the nIR the albedo is determined by the specific surface area. The growth of frost flowers causes the nilas albedo to increase by 0.2±0.3 in the UV and visible wavelengths. The spectral albedos are integrated over wavelength to obtain broadband albedos for wavelength bands commonly used in climate models. The albedo spectrum for deep snow on first-year sea ice shows no evidence of light- absorbing particulate impurities (LAI), such as black carbon (BC) or organics, which is consistent with the extremely small quantities of LAI found by filtering snow meltwater.