The Road to Efficient and Cost-Effective Winter Road
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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. -
Eu Road Surfaces: Economic and Safety Impact of the Lack of Regular Road Maintenance
DIRECTORATE GENERAL FOR INTERNAL POLICIES POLICY DEPARTMENT B: STRUCTURAL AND COHESION POLICIES TRANSPORT AND TOURISM EU ROAD SURFACES: ECONOMIC AND SAFETY IMPACT OF THE LACK OF REGULAR ROAD MAINTENANCE STUDY This document was requested by the European Parliament's Committee on Transport and Tourism. AUTHORS Steer Davies Gleave - Roberta Frisoni, Francesco Dionori, Lorenzo Casullo, Christoph Vollath, Louis Devenish, Federico Spano, Tomasz Sawicki, Soutra Carl, Rooney Lidia, João Neri, Radu Silaghi, Andrea Stanghellini RESPONSIBLE ADMINISTRATOR Piero Soave Policy Department Structural and Cohesion Policies European Parliament B-1047 Brussels E-mail: [email protected] EDITORIAL ASSISTANCE Adrienn Borka LINGUISTIC VERSIONS Original: EN. ABOUT THE EDITOR To contact the Policy Department or to subscribe to its monthly newsletter please write to: [email protected] Manuscript completed in July, 2014 © European Union, 2014. DISCLAIMER The opinions expressed in this document are the sole responsibility of the author and do not necessarily represent the official position of the European Parliament. Reproduction and translation for non-commercial purposes are authorized, provided the source is acknowledged and the publisher is given prior notice and sent a copy. DIRECTORATE GENERAL FOR INTERNAL POLICIES POLICY DEPARTMENT B: STRUCTURAL AND COHESION POLICIES TRANSPORT AND TOURISM EU ROAD SURFACES: ECONOMIC AND SAFETY IMPACT OF THE LACK OF REGULAR ROAD MAINTENANCE STUDY Abstract This study looks at the condition and the quality of road surfaces in the EU and at the trends registered in the national budgets on the road maintenance activities in recent years, with the aim of reviewing the economic and safety consequences of the lack of regular road maintenance. -
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. -
PASER Manual Asphalt Roads
Pavement Surface Evaluation and Rating PASER ManualAsphalt Roads RATING 10 RATING 7 RATING 4 RATING PASERAsphalt Roads 1 Contents Transportation Pavement Surface Evaluation and Rating (PASER) Manuals Asphalt PASER Manual, 2002, 28 pp. Introduction 2 Information Center Brick and Block PASER Manual, 2001, 8 pp. Asphalt pavement distress 3 Concrete PASER Manual, 2002, 28 pp. Publications Evaluation 4 Gravel PASER Manual, 2002, 20 pp. Surface defects 4 Sealcoat PASER Manual, 2000, 16 pp. Surface deformation 5 Unimproved Roads PASER Manual, 2001, 12 pp. Cracking 7 Drainage Manual Patches and potholes 12 Local Road Assessment and Improvement, 2000, 16 pp. Rating pavement surface condition 14 SAFER Manual Rating system 15 Safety Evaluation for Roadways, 1996, 40 pp. Rating 10 & 9 – Excellent 16 Flagger’s Handbook (pocket-sized guide), 1998, 22 pp. Rating 8 – Very Good 17 Work Zone Safety, Guidelines for Construction, Maintenance, Rating 7 – Good 18 and Utility Operations, (pocket-sized guide), 1999, 55 pp. Rating 6 – Good 19 Wisconsin Transportation Bulletins Rating 5 – Fair 20 #1 Understanding and Using Asphalt Rating 4 – Fair 21 #2 How Vehicle Loads Affect Pavement Performance Rating 3 – Poor 22 #3 LCC—Life Cycle Cost Analysis Rating 2 – Very Poor 23 #4 Road Drainage Rating 1 – Failed 25 #5 Gravel Roads Practical advice on rating roads 26 #6 Using Salt and Sand for Winter Road Maintenance #7 Signing for Local Roads #8 Using Weight Limits to Protect Local Roads #9 Pavement Markings #10 Seal Coating and Other Asphalt Surface Treatments #11 Compaction Improves Pavement Performance #12 Roadway Safety and Guardrail #13 Dust Control on Unpaved Roads #14 Mailbox Safety #15 Culverts-Proper Use and Installation This manual is intended to assist local officials in understanding and #16 Geotextiles in Road Construction/Maintenance and Erosion Control rating the surface condition of asphalt pavement. -
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. -
Best Practices for Building and Working Safely on Ice Covers in Ontario
Best Practices for Building and Working Safely on Ice Covers in Ontario ihsa.ca IHSA has additional information on this and other topics. Visit ihsa.ca or call Customer Service at 1-800-263-5024 The contents of this publication are for general information only. This publication should not be regarded or relied upon as a definitive guide to government regulations or to safety practices and procedures. The contents of this publication were, to the best of our knowledge, current at the time of printing. However, no representations of any kind are made with regard to the accuracy, completeness, or sufficiency of the contents. The appropriate regulations and statutes should be consulted. In case of any inconsistency between this document and the Occupational Health and Safety Act or associated regulations, the legislation will always prevail. Readers should not act on the information contained herein without seeking specific independent legal advice on their specific circumstance. The Infrastructure Health & Safety Association is pleased to answer individual requests for counselling and advice. The basis for this document is the 2013 version of the Government of Alberta’s Best Practices for Building and Working Safely on Ice Covers in Alberta. The content has been used with permission from the Government of Alberta. This document is dedicated to the nearly 500 people in Canada who have lost their lives over the past 10 years while crossing or working on floating ice. Over the period of 1991 to 2000, there were 447 deaths associated with activities on ice. Of these, 246 involved snowmobiles, 150 involved non-motorized activity, and 51 involved motorized vehicles. -
Town of Warren Road Department Winter Road
TOWN OF WARREN ROAD DEPARTMENT WINTER ROAD MAINTENANCE POLICY The Warren Road Department's Winter Maintenance Policy is based on the goal of obtaining safe highway travel surfaces during winter months. It is our goal to achieve this at the earliest practica! time and in the most cost efficient manner during and after a storm event. Providing bare dry travel surfaces during a winter storm event is not practical and therefore not expected. There are many variables affecting winter maintenance operations such as type of precipitation, air and pavement temperature/ traffic volume/ wind, time of day/ and even the day of the week. Type and volume of traffic and road gradient are the primary factors in determining the order of winter maintenance service. Therefore/ during periods of time when school is in session, top priority is given to clearing roads utilized by the school buses. Emergency service buildings shall receive necessary maintenance to provide for emergency personnel to arrive and for vehicles to depart and return safely. As necessary/ snow and ice control equipment shall be redirected by the Road Foreman from assigned routes to assist emergency response vehicles in reaching the destination. Roads heavily used by commuters and hills are next in priority. Each winter storm event is unique. It is impractical to develop specific rules on winter maintenance operations. Therefore, the Judgment of the Road Foreman often governs the quantities and type of applications used to control snow and ice. Public safety is always our top priority. The following are general guidelines for the winter maintenance by the Warren Road Department: Highway Department Call Outs: Road Department's regular working hours are 6 a.m. -
Lempster Winter Road Maintenance Policy Approved February 16, 2000
Lempster Winter Road Maintenance Policy Approved February 16, 2000 Scheduled Review September 2002 Reviewed January 2005 Objective: Given that Lempster has unique road and winter weather conditions, and that no amount of plowing, sand, salt, or public expenditure is a substitute for responsible motorists’ good winter driving sense and equipment, it is the intent and responsibility of the Town of Lempster to provide timely and cost-effective winter road maintenance for the safety and benefit of the Town's residents and the general motoring public. Procedure: The objective will be achieved by implementing the Lempster Winter Road Maintenance Procedures, below. Due to the many variables that are inherent to New England and indeed Lempster, each storm and/or weather event may require a different emphasis or strategy. Level of Service:. While the Town endeavors to provide safe, practical access to homes, businesses and municipal facilities during winter storms, it is not possible to maintain roads completely snow and ice-free during a storm. The Department usually begins snow removal operations upon snow accumulations of two to four inches. The Road Agent may, at his discretion based upon weather reports, initiate removal at a greater or lesser accumulation. Pre-treatment and ice control may occur prior, during, and following the storm. Road salt has a declining effect on melting snow and ice as road surface temperatures drop below 25 degrees, therefore it might not be applied until warmer temperatures are expected. Command: Direction of all winter maintenance activities for the Town of Lempster is vested with the Road Agent or his designee. -
Alaskan Transportation for Pays for the Concept Equipment Beyond What the Articles About Alaska’S Activity)
“Improving Alaska’s quality of transportation through technology application, training, and information exchange.” Local Technical Assistance Program Fall 2001 July–September Volume 26, Number 3 Alaska’s Plan for Adopting the 2000 MUTCD In this issue . • Adopting the 2000 MUTCD—NOT YET! Anyone planning to put the • Avalanche Forecasting 2000 MUTCD into practice in Alaska needs to be aware that Announcements Alaska Department of Transpor- tation and Public Facilities DOT&PF Research (DOT&PF) has not yet adopted it. • Vetch The implementation schedule is • Air Cooled Embankment contained later in this article. Design In Alaska, the Alaska Traffic • Eliminating Longitudinal Manual (ATM), not the Manual on Cracking Traffic Control Devices (MUTCD), addresses traffic control and work zone activities Planning, Design, and in construction, design, and maintenance. The ATM Field Notes includes the MUTCD. Besides the ATM, Alaska • Quick Slope Stability Analysis, Part I continued on page 2 • Winter Concept Vehicles • Winter Equipment Ideas Avalanche Forecasting • Nine New Snow Removal Gadgets Summer’s grasp on the high lanches. The era of modern ava- • Helping Make RWIS country is fading, the crispness of lanche forecasting had begun and Happen fall is in the air, and soon a blanket with it, the creation of a whole new of snow will descend on the moun- profession: the avalanche fore- Around Alaska tains, transforming the landscape caster. into the awesome beauty of winter. • Asphalt Surface Treatment DOT&PF Identified a Need for Guide With the first snows of winter • Roundabouts: The Next comes the threat of avalanche. In Forecasters Intersection the not too distant past, avalanches Managers at DOT&PF recog- were one of the biggest natural haz- nized the need to hire avalanche forecasters who could devote time Training and Meetings ards facing the traveling public and to avalanche safety and education, Calendar the transportation workers who live in snow country. -
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.