Hydrographic Manual Fourth Edition by Melvin J
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Alan Moore's Miracleman: Harbinger of the Modern Age of Comics
Alan Moore’s Miracleman: Harbinger of the Modern Age of Comics Jeremy Larance Introduction On May 26, 2014, Marvel Comics ran a full-page advertisement in the New York Times for Alan Moore’s Miracleman, Book One: A Dream of Flying, calling the work “the series that redefined comics… in print for the first time in over 20 years.” Such an ad, particularly one of this size, is a rare move for the comic book industry in general but one especially rare for a graphic novel consisting primarily of just four comic books originally published over thirty years before- hand. Of course, it helps that the series’ author is a profitable lumi- nary such as Moore, but the advertisement inexplicably makes no reference to Moore at all. Instead, Marvel uses a blurb from Time to establish the reputation of its “new” re-release: “A must-read for scholars of the genre, and of the comic book medium as a whole.” That line came from an article written by Graeme McMillan, but it is worth noting that McMillan’s full quote from the original article begins with a specific reference to Moore: “[Miracleman] represents, thanks to an erratic publishing schedule that both predated and fol- lowed Moore’s own Watchmen, Moore’s simultaneous first and last words on ‘realism’ in superhero comics—something that makes it a must-read for scholars of the genre, and of the comic book medium as a whole.” Marvel’s excerpt, in other words, leaves out the very thing that McMillan claims is the most important aspect of Miracle- man’s critical reputation as a “missing link” in the study of Moore’s influence on the superhero genre and on the “medium as a whole.” To be fair to Marvel, for reasons that will be explained below, Moore refused to have his name associated with the Miracleman reprints, so the company was legally obligated to leave his name off of all advertisements. -
Air Force Junior Reserve Officer Training Corps AFJROTC
Air Force Junior Reserve Officer Training Corps AFJROTC Arlington Independent School District Developing citizens of character dedicated to serving their community and nation. 1 THIS PAGE INTENTIONALLY LEFT BLANK 2 TX-031 AFJROTC WING Texas 31st Air Force Junior ROTC Wing was established in Arlington Independent School District in 1968 by an agreement between the Arlington Independent School District and the United States Air Force. The Senior Aerospace Science Instructor (SASI) is a retired Air Force officer. Aerospace Science Instructors (ASIs) are retired senior non-commissioned officers. These instructors have an extensive background in leadership, management, instruction and mentorship. The students who enroll in Air Force Junior ROTC are referred to as “Cadets”. The entire group of cadets is referred to as a Wing. The Cadet Wing is “owned”, managed and operated by students referred to as Cadet Officers and Cadet Non-commissioned Officers. Using this cadet organization structure, allows cadets to learn leadership skills through direct activities. The attached cadet handbook contains policy guidance, requirements and rules of conduct for AFJROTC cadets. Each cadet will study this handbook and be held responsible for knowing its contents. The handbook also describes cadet operations, cadet rank and chain of command, job descriptions, procedures for promotions, awards, grooming standards, and uniform wear. It supplements AFJROTC and Air Force directives. This guide establishes the standards that ensure the entire Cadet Wing works together towards a common goal of proficiency that will lead to pride in achievement for our unit. Your knowledge of Aerospace Science, development as a leader, and contributions to your High School and community depends upon the spirit in which you abide by the provisions of this handbook. -
Web Layout and Content Guide Table of Contents
Web Layout and Content Guide Table of Contents Working with Pages ...................................................................................... 3 Adding Media ................................................................................................ 5 Creating Page Intros...................................................................................... 7 Using Text Modules ...................................................................................... 9 Using Additional Modules ............................................................................19 Designing a Page Layout .............................................................................24 Web Layout and Content Guide 2 Working with Pages All University Communications-created sites use Wordpress as their content management system. Content is entered and pages are created through a web browser. A web address will be provided to you, allowing you to access the Wordpress Dashboard for your site with your Unity ID via the “Wrap Account” option. Web Layout and Content Guide 3 Existing and New Pages Site Navigation/Links In the Wordpress Dashboard the “Pages” section — accessible in the left-hand menu — allows you to view all the pages Once a new page has been published it can be added to the appropriate place in the site’s navigation structure under that have been created for your site, and select the one you want to edit. You can also add a new page via the left-hand “Appearance” > “Menus” in the left-hand menu. The new page should appear in the “Most Recent” list on the left. It menu, or the large button in the “All Pages” view or “Tree View.” Once you have created a new page and you are in the can then be selected and put into the navigation by clicking the “Add to Menu” button. The page will be added to the “Edit Page” view, be sure to give the page a proper Title. bottom of the “Menu Structure” by default. -
REPORT on the CONDUCT of the 2021 WORLD HYDROGRAPHY DAY CELEBRATION in NIGERIA-1.Pdf
Advancements and the Future Outlook of Charting the Nigerian Navigation Channel Chukwuemeka C. Onyebuchi1, Franklin E. Onyeagoro2 and Peter O. Aimah3 1Polaris Integrated and Geosolutions Limited, [email protected] 2Federal University of Technology Owerri, [email protected] 3Polaris Integrated and Geosolutions Limited, [email protected] ABSTRACT The need for achieving safe waterways for navigation, engineering, exploration, security and other marine operations cannot be overemphasized and should be attained using precise methods and equipment. The Hydrographic process still remains the only systematic means through which spatial information about our marine environment (oceans, seas, rivers etc.) are acquired for charting purposes so as to aid analysis and decision making. In Nigeria today, most marine operations and mostly the Nigerian Navy is dependent on the Hydrographic process for smooth operations required for security, trading, engineering etc. therefore maintaining the integrity of the hydrographic process is of uttermost importance. To maintain the integrity of the hydrographic process used for charting our navigational channels, the progressive evolution of this process shall be assessed: from the earliest methods that directly sounded navigational channels using weighted lead lines and graduated poles to provide water depths to Wire Drag methods used to identify physical features on the marine environment, then to the 1930s when acoustic waves were applied in the Echo Sounder to indirectly ascertain seabed profile, and the use of instruments like Multi Beam Echo Sounders, Magnetometer, Side Scan Sonar, etc. for detailed Bathymetric and Geophysical Survey Projects, and presently to the use of Remotely Operated Vehicles (ROV) and satellites in space to monitor sea level rise. -
Chapter 5 Water Levels and Flow
253 CHAPTER 5 WATER LEVELS AND FLOW 1. INTRODUCTION The purpose of this chapter is to provide the hydrographer and technical reader the fundamental information required to understand and apply water levels, derived water level products and datums, and water currents to carry out field operations in support of hydrographic surveying and mapping activities. The hydrographer is concerned not only with the elevation of the sea surface, which is affected significantly by tides, but also with the elevation of lake and river surfaces, where tidal phenomena may have little effect. The term ‘tide’ is traditionally accepted and widely used by hydrographers in connection with the instrumentation used to measure the elevation of the water surface, though the term ‘water level’ would be more technically correct. The term ‘current’ similarly is accepted in many areas in connection with tidal currents; however water currents are greatly affected by much more than the tide producing forces. The term ‘flow’ is often used instead of currents. Tidal forces play such a significant role in completing most hydrographic surveys that tide producing forces and fundamental tidal variations are only described in general with appropriate technical references in this chapter. It is important for the hydrographer to understand why tide, water level and water current characteristics vary both over time and spatially so that they are taken fully into account for survey planning and operations which will lead to successful production of accurate surveys and charts. Because procedures and approaches to measuring and applying water levels, tides and currents vary depending upon the country, this chapter covers general principles using documented examples as appropriate for illustration. -
Side Scan Sonar and the Management of Underwater Cultural Heritage Timmy Gambin
259 CHAPTER 15 View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by OAR@UM Side Scan Sonar and the Management of Underwater Cultural Heritage Timmy Gambin Introduction Th is chapter deals with side scan sonar, not because I believe it is superior to other available technologies but rather because it is the tool that I have used in the context of a number of off shore surveys. It is therefore opportune to share an approach that I have developed and utilised in a number of projects around the Mediterranean. Th ese projects were conceptualised together with local partners that had a wealth of local experience in the countries of operation. Over time it became clear that before starting to plan a project it is always important to ask oneself the obvious question – but one that is oft en overlooked: “what is it that we are setting out to achieve”? All too oft en, researchers and scientists approach a potential research project with blinkers. Such an approach may prove to be a hindrance to cross-fertilisation of ideas as well as to inter-disciplinary cooperation. Th erefore, the aforementioned question should be followed up by a second query: “and who else can benefi t from this project?” Benefi ciaries may vary from individual researchers of the same fi eld such as archaeologists interested in other more clearly defi ned historic periods (World War II, Early Modern shipping etc) to other researchers who may be interested in specifi c studies (African amphora production for example). -
Depth Measuring Techniques
EM 1110-2-1003 1 Jan 02 Chapter 9 Single Beam Acoustic Depth Measurement Techniques 9-1. General Scope and Applications Single beam acoustic depth sounding is by far the most widely used depth measurement technique in USACE for surveying river and harbor navigation projects. Acoustic depth sounding was first used in the Corps back in the 1930s but did not replace reliance on lead line depth measurement until the 1950s or 1960s. A variety of acoustic depth systems are used throughout the Corps, depending on project conditions and depths. These include single beam transducer systems, multiple transducer channel sweep systems, and multibeam sweep systems. Although multibeam systems are increasingly being used for surveys of deep-draft projects, single beam systems are still used by the vast majority of districts. This chapter covers the principles of acoustic depth measurement for traditional vertically mounted, single beam systems. Many of these principles are also applicable to multiple transducer sweep systems and multibeam systems. This chapter especially focuses on the critical calibrations required to maintain quality control in single beam echo sounding equipment. These criteria are summarized in Table 9-6 at the end of this chapter. 9-2. Principles of Acoustic Depth Measurement Reference water surface Transducer Outgoing signal VVeeloclocityty Transmitted and returned acoustic pulse Time Velocity X Time Draft d M e a s ure 2d depth is function of: Indexndex D • pulse travel time (t) • pulse velocity in water (v) D = 1/2 * v * t Reflected signal Figure 9-1. Acoustic depth measurement 9-1 EM 1110-2-1003 1 Jan 02 a. -
IMCA D033 Limitations in the Use of Scuba Offshore
AB The International Marine Contractors Association Limitations in the Use of SCUBA Offshore IMCA D 033 www.imca-int.com October 2003 AB The International Marine Contractors Association (IMCA) is the international trade association representing offshore, marine and underwater engineering companies. IMCA promotes improvements in quality, health, safety, environmental and technical standards through the publication of information notes, codes of practice and by other appropriate means. Members are self-regulating through the adoption of IMCA guidelines as appropriate. They commit to act as responsible members by following relevant guidelines and being willing to be audited against compliance with them by their clients. There are two core committees that relate to all members: Safety, Environment & Legislation Training, Certification & Personnel Competence The Association is organised through four distinct divisions, each covering a specific area of members’ interests: Diving, Marine, Offshore Survey, Remote Systems & ROV. There are also four regional sections which facilitate work on issues affecting members in their local geographic area – Americas Deepwater, Asia-Pacific, Europe & Africa and Middle East & India. IMCA D 033 This guidance document was prepared for IMCA under the direction of its Diving Division Management Committee, enhancing and extending guidance formerly available via guidance note AODC 065, which is now withdrawn. www.imca-int.com/diving The information contained herein is given for guidance only and endeavours to reflect best industry practice. For the avoidance of doubt no legal liability shall attach to any guidance and/or recommendation and/or statement herein contained. Limitations in the Use of SCUBA Offshore 1 BACKGROUND SCUBA – self-contained underwater breathing apparatus – was first developed in the 1940s and has since become widely used for recreational and amateur diving. -
National Hydrography Data Content Standard for Coastal and Inland Waterways Public Review Draft, January 2000
FGDC Data Committee FGDC Document Number National Hydrography Data Content Standard for Coastal and Inland Waterways Public Review Draft, January 2000 NSDI National Spatial Data Infrastructure National Hydrography Data Content Standard for Coastal and Inland Waterways – Public Review Draft Bathymetric Subcommittee Federal Geographic Data Committee January 2000 Federal Geographic Data Committee i FGDC Data Committee FGDC Document Number National Hydrography Data Content Standard for Coastal and Inland Waterways Public Review Draft, January 2000 Established by Office of Management and Budget Circular A-16, the Federal Geographic Data Committee (FGDC) promotes the coordinated development, use, sharing, and dissemination of geographic data. The FGDC is composed of representatives from the Departments of Agriculture, Commerce, Defense, Energy, Housing and Urban Development, the Interior, State, and Transportation; the Environmental Protection Agency; the Federal Emergency Management Agency; the Library of Congress; the National Aeronautics and Space Administration; the National Archives and Records Administration; and the Tennessee Valley Authority. Additional Federal agencies participate on FGDC subcommittees and working groups. The Department of the Interior chairs the committee. FGDC subcommittees work on issues related to data categories coordinated under the circular. Subcommittees establish and implement standards for data content, quality, and transfer; encourage the exchange of information and the transfer of data; and organize the -
Modeling Groundwater Rise Caused by Sea-Level Rise in Coastal New Hampshire Jayne F
Journal of Coastal Research 35 1 143–157 Coconut Creek, Florida January 2019 Modeling Groundwater Rise Caused by Sea-Level Rise in Coastal New Hampshire Jayne F. Knott†*, Jennifer M. Jacobs†, Jo S. Daniel†, and Paul Kirshen‡ †Department of Civil and Environmental Engineering ‡School for the Environment University of New Hampshire University of Massachusetts Boston Durham, NH 03824, U.S.A. Boston, MA 02125, U.S.A. ABSTRACT Knott, J.F.; Jacobs, J.M.; Daniel, J.S., and Kirshen, P., 2019. Modeling groundwater rise caused by sea-level rise in coastal New Hampshire. Journal of Coastal Research, 35(1), 143–157. Coconut Creek (Florida), ISSN 0749-0208. Coastal communities with low topography are vulnerable from sea-level rise (SLR) caused by climate change and glacial isostasy. Coastal groundwater will rise with sea level, affecting water quality, the structural integrity of infrastructure, and natural ecosystem health. SLR-induced groundwater rise has been studied in coastal areas of high aquifer transmissivity. In this regional study, SLR-induced groundwater rise is investigated in a coastal area characterized by shallow unconsolidated deposits overlying fractured bedrock, typical of the glaciated NE. A numerical groundwater-flow model is used with groundwater observations and withdrawals, LIDAR topography, and surface-water hydrology to investigate SLR-induced changes in groundwater levels in New Hampshire’s coastal region. The SLR groundwater signal is detected more than three times farther inland than projected tidal flooding from SLR. The projected mean groundwater rise relative to SLR is 66% between 0 and 1 km, 34% between 1 and 2 km, 18% between 2 and 3 km, 7% between 3 and 4 km, and 3% between 4 and 5 km of the coastline, with large variability around the mean. -
Information Synthesis on the Potential for Bat Interactions with Offshore Wind Facilities
_______________ OCS Study BOEM 2013-01163 Information Synthesis on the Potential for Bat Interactions with Offshore Wind Facilities Final Report U.S. Department of the Interior Bureau of Ocean Energy Management Office of Renewable Energy Programs www.boem.gov OCS Study BOEM 2013-01163 Information Synthesis on the Potential for Bat Interactions with Offshore Wind Facilities Final Report Authors Steven K. Pelletier Kristian S. Omland Kristen S. Watrous Trevor S. Peterson Prepared under BOEM Contract M11PD00212 by Stantec Consulting Services Inc. 30 Park Drive Topsham, ME 04086 Published by U.S. Department of the Interior Bureau of Ocean Energy Management Herndon, VA Office of Renewable Energy Programs June 2013 DISCLAIMER This report was prepared under contract between the Bureau of Ocean Energy Management (BOEM) and Stantec Consulting Services Inc. This report has been technically reviewed by BOEM, and it has been approved for publication. Approval does not signify that the contents necessarily reflect the views and policies of BOEM, nor does mention of trade names or commercial products constitute endorsement or recommendation for use. It is, however, exempt from review and compliance with BOEM editorial standards. REPORT AVAILABILITY The report may be downloaded from the boem.gov website through the Environmental Studies Program Information System (ESPIS). You will be able to obtain this report from BOEM or the National Technical Information Service. U.S. Department of the Interior U.S. Department of Commerce Bureau of Ocean Energy Management National Technical Information Service Office of Renewable Energy Programs 5285 Port Royal Road 381 Elden Street, HM-1328 Springfield, Virginia 22161 Herndon, VA 20170 Phone: (703) 605-6040 Fax: (703) 605-6900 Email: [email protected] CITATION Pelletier, S.K., K. -
Department of Political Science Chair of Gender Politics Wonder Woman
Department of Political Science Chair of Gender Politics Wonder Woman and Captain Marvel as Representation of Women in Media Sara Mecatti Prof. Emiliana De Blasio Matr. 082252 SUPERVISOR CANDIDATE Academic Year 2018/2019 1 Index 1. History of Comic Books and Feminism 1.1 The Golden Age and the First Feminist Wave………………………………………………...…...3 1.2 The Early Feminist Second Wave and the Silver Age of Comic Books…………………………....5 1.3 Late Feminist Second Wave and the Bronze Age of Comic Books….……………………………. 9 1.4 The Third and Fourth Feminist Waves and the Modern Age of Comic Books…………...………11 2. Analysis of the Changes in Women’s Representation throughout the Ages of Comic Books…..........................................................................................................................................................15 2.1. Main Measures of Women’s Representation in Media………………………………………….15 2.2. Changing Gender Roles in Marvel Comic Books and Society from the Silver Age to the Modern Age……………………………………………………………………………………………………17 2.3. Letter Columns in DC Comics as a Measure of Female Representation………………………..23 2.3.1 DC Comics Letter Columns from 1960 to 1969………………………………………...26 2.3.2. Letter Columns from 1979 to 1979 ……………………………………………………27 2.3.3. Letter Columns from 1980 to 1989…………………………………………………….28 2.3.4. Letter Columns from 19090 to 1999…………………………………………………...29 2.4 Final Data Regarding Levels of Gender Equality in Comic Books………………………………31 3. Analyzing and Comparing Wonder Woman (2017) and Captain Marvel (2019) in a Framework of Media Representation of Female Superheroes…………………………………….33 3.1 Introduction…………………………….…………………………………………………………33 3.2. Wonder Woman…………………………………………………………………………………..34 3.2.1. Movie Summary………………………………………………………………………...34 3.2.2.Analysis of the Movie Based on the Seven Categories by Katherine J.