The Detection of Black Ice Accidents for Preventative Automated Vehicles Using Convolutional Neural Networks
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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. -
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. -
Snow & Ice Removal Plan
Snow & Ice Removal Plan Frequently Asked Questions How does the City prepare for winter weather events? Planning starts well before the first snowflake falls. In early November, the Public Works Department holds its annual Snow Equipment Inspection Day which includes inspection and inventory of equipment (trucks with plows and salt/sand spreaders as well as other auxiliary equipment) and supplies (stockpile of salt/sand and brine solution), in addition to personnel readiness training. What is the City’s snow and ice removal plan? When snow is in the forecast, the pre-treatment strategy is determined based on the forecast. If the event starts with dry conditions, certain roads and bridges may be pre-treated with brine solution (liquid salt). If the event starts with rain, such pre-treatment is ineffective and the operation begins with spreading salt/sand mixture on emergency routes and then branching off to other roads. The plowing operation typically begins when accumulation approaches 2” of snow. What roads does the City clear? There are more than 2,300 lane miles of roadway in Chesapeake. Due to limited resources, not every road will be treated. Roads are classified into a hierarchy and treated in the following order: Emergency Routes: These roads connect traffic flow to hospitals, interstates, and the neighboring cities, as well as providing essential north/south and east/west corridors across the City. Primary Routes: These are high-volume roads serving as significant travel ways and collection systems to the Emergency Routes. Secondary Routes: These are moderate-to-lower traffic corridors that channel traffic from neighborhoods to primary roads, or provide useful connections for travel and services. -
Survey Results: Snow Removal Survey Info - This Survey Was Sent on Behalf of the City of Plymouth to the Flashvote Community for Plymouth, MN
For Governments For Residents Log In Sign Up FlashVote helps you make a difference in your community Survey Results: Snow Removal Survey Info - This survey was sent on behalf of the City of Plymouth to the FlashVote community for Plymouth, MN. These FlashVote results are shared with local officials Applied Filter: Response Time (ho… Started: 500 May 27, 2020 9:08am All Responses Ended: May 29, 2020 9:01am 1067 Participants for 250 Target Participants: Total filter: All Plymouth Participants 1067 0 1053 of 1785 initially invited 1 9 17 25 33 41 49 (59%) 14 others Margin of error: ± 3% Q1 In the previous winter (2018/2019) the City of Plymouth updated the Snow Plowing policy to trigger a snow emergency at 2 inches, down from 2 ½ inches. Below 2 inches, the City only plows major streets. During a snow emergency, all city streets are plowed curb-to-curb including cul-de-sacs, which can take 8 to 10 hours. And this winter (2019/2020), additional personnel were assigned to plow routes. Which best describes where you live? (1061 responses) Options Votes (1061) I live on the bulb/curve of a cul-de-sac on a local or residential street 33.2% (352) I live on a local or residential street, but not on the bulb/curve of a cul-de-sac 63.2% (671) I live on a major street 2.7% (29) Not Sure 0.8% (8) Votes 33.2% 63.2% 2.7% 0.8% 0% 20% 40% 60% Percent Q2 Please rate your satisfaction with the timeliness of snow removal in Plymouth as a whole this winter: (1041 responses) Options Votes (1041) Very Dissatisfied (1) 1.8% (19) Dissatisfied (2) 7.0% (73) Neutral -
Forensic Engineering & Project Experience
` Summary of Experience Since 2010, the President and Managing Member of CLM Engineering Associates, LLC, which concentrates its focus on forensic engineering/expert witness evaluations for the insurance industry and legal community. In addition, we offer construction management, civil engineering, value engineering and building inspection services. We have advised numerous clients with respect to their current and potential structural issues related to the acquisition and disposition of real estate (both residential and commercial), performed costs estimates/projections and have vast experience in performing quality assurance inspections for high-rise apartment buildings and rental communities in both Connecticut and New Jersey. Some of the recently (since November 2013) resolved forensic cases include the following : Expert for the Plaintiff Arruda vs. E & A Markets-Deposition was taken • Worker injured while operating scissor lift equipment inside a grocery store (SETTLED VIA MEDIATION). Schlemmer vs. Bethel Handyman Supply • Customer slipped and fell on sidewalk outside a hardware store of a retail/commercial shopping center (SETTLED). Trumbull Towers Management vs. MDC-Deposition was taken • Water main and associated service piping burst and lead to substantial commercial office building damage within a large city in the State of Connecticut (SETTLED). Marchetti vs. Branson Ultrasonic Corporation Security officer was severely injured while working the night shift in order to avoid a deer she inadvertently rammed into a concrete supporting base for a parking lot lighting fixture (JURY TRIAL IN FAVOR OF THE DEFENDANT-DRAFTED A FORENSIC REPORT BUT WAS NOT DEPOSED NOR DID I TESTIFY). Expert for the Defense Ford vs. St. Francis Hospital, Turner Construction, et al. -
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. -
Driving on Black Ice
DRIVING ON BLACK ICE If you want to get technical, black ice should really be called "clear ice." Because black ice forms with very few air bubbles, it's virtually transparent and much harder to see than normal ice. Drivers usually mistake black ice for wet pavement, so they're often totally unprepared to react to the slippery conditions. One study found that driving on black ice was five times more dangerous than driving in normal conditions. Stopping on black ice takes nine times longer than normal Studded tires and snow chains can help you stop faster, but not by much. Making matters worse, black ice can form when you least expect it. A snowfall may have melted days before, but the roads can still have patches of black ice waiting to send your car out of control. Black ice is more likely to cause problems in the mornings and at night when temperatures drop. You should be particularly wary of driving over bridges and overpasses once freezing winter temperatures kick in, but black ice also can form on shaded sections of the road. Besides driving slowly and carefully, there's not much else you can do when you find yourself on black ice. If you're fortunate, the highway department will have treated the roads with salt or sand, but even then your car's stopping distance and handling will be impaired. Black ice is so dangerous because it is almost invisible. The road surface looks bare and dry, and the driver feels safe driving at normal speeds. These are some road conditions which might suggest black ice: 1. -
De-Icing, Demystified
De-icing, Demystified Moderated by: Dave Huffman, Territory Manager Innovative Surface Solutions Canada 20th ANNUAL SNOW & ICE SYMPOSIUM June 20-23, 2017 | Montréal, QC OVERVIEW • Introduction • Presenters • Paul Johnson, CET, CST, County of Wellington • Randy Adams, RM Adams Landscape Supply • Sean Hudson, Niagara Falls Bridge Commission • Jason Ciavarro, Supreme-Metro Corporation • Q & A 20th ANNUAL SNOW & ICE SYMPOSIUM June 20-23, 2017 | Montréal, QC Presented by: Paul Johnson, Operations Manager Wellington County, Ontario, Canada 20th ANNUAL SNOW & ICE SYMPOSIUM June 20-23, 2017 | Montréal, QC SMART ABOUT SALT COUNCIL • A not-for-profit organization • Dedicated to the protection of the environment • Through better management of salt • On sidewalks and parking lots. 20th ANNUAL SNOW & ICE SYMPOSIUM June 20-23, 2017 | Montréal, QC OUR HISTORY Region of Waterloo developed the Smart 2008 About Salt program to encourage private sector to improve salt management practices. Widespread interest led to formation of 2010 Smart About Salt Council. This partnership brings together municipalities, private contractors, commercial property owners and public recognition. 20th ANNUAL SNOW & ICE SYMPOSIUM June 20-23, 2017 | Montréal, QC 20th ANNUAL SNOW & ICE SYMPOSIUM June 20-23, 2017 | Montréal, QC SALT IMPACTi Where is it coming from?s it 20th ANNUAL SNOW & ICE SYMPOSIUM June 20-23, 2017 | Montréal, QC Much of the salting activities in Urban Areas not covered by the Code 20th ANNUAL SNOW & ICE SYMPOSIUM June 20-23, 2017 | Montréal, QC TWO-PRONGED -
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. -
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.