Field Engineers Bulletin
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Annual Report for Fiscal Year 1934
TWENTY SECOND ANNUAL REPORT OF THE SI CRETARY OF COMMERCE 1934 t to sea1gtat Petletlie UNITED STATES GOVERNMENT PRINTING OFFICE WASHINGTON 1934 Fo sale by the Superintendent of Documents Washington D C Price 20 cents paper cover ORGANIZATION OF THE DEPARTMENT Secretary of Commerce DANIEr C ROPER Assistant Secretary of Commerce JOHN DICKINSON Assistant Secretary of Commerce EwINO Y MITCHELL Solicitor SOUTH TRIMBLE JR Administrative Assistant to the Secretary MALCOLM KERmx Chief Clerk and Superintendent EDWARD W LIBBEY Director Bureau of Air Commerce EUGENE L VIDAL Director of the Census WILLIAM L AUSTIN Director Bureau of Foreign and Domestic Commerce C T MURCHHISON Director National Bureau of Standards LYnIAN J BRIGGS Commissioner of Fisheries Fnnxrc T BELL Commissioner of Lighthouses GEORGE R PUTNAM Director Coast and Geodetic Survey R 5 PATTON Director Bureau of Navigation and Steamboat Inspection JosERLL B WEAVER Commissioner of Patents CONWAY P COE Director United States Shipping Board Bureau J 0 PEACOCK Director Federal Employment Stabilization Office D II SAWYER n CONTENTS Page Expenditures vii Public works allotments xix Changes in organization VIII Discussion of functions of the Department LX Economic review Ix Reciprocal trade program xix Foreign and domestic commerce xix Air commerce XxI Lighthouse Service xxn Enforcement of navigation and steamboat inspection laws xxiv Surveying and mapping xxiv Fisheries xxvt National standards xxvxt Census activities xxrx Patents xxix Merchant marine xxx Foreigntrade zones xxxii Street and -
CCS Study EMS 90-0058 Migration of Northern Fur Seal (Callorhinus
CCS Study EMS 90-0058 Migration of northern fur seal (Callorhinus ursinus) pups in the Bering Sea. Final Report. Timothy J. Ragen and Paul K. Dayton Scripps Institution of Oceanography University of California, San Diego La Jolla, California 92093 September 1990 Minerals Management SeNice Department of the Interior Alaska CCS Region 949 East 366th Avenue Anchorage, Alaska 99508-4302 Purchase Order No. <~ --.-J ● Migration of northern fur seal (Callorhinus ursinus) pups in the Bering Sea. Final Report. Timothy J. Ragen and Paul K. Dayton Scripps Institution of Oceanography University of California, San Diego La Jolla, California 92093 September 1990 This study was funded in part by the Alaska Outer Continental Shelf Region of the Minerals Management Service, U.S. Department of the Interior, Washington, D.C., under Purchase Order No. 12523. This report has been reviewed by the Minerals Management Service and has been approved for publication. Approval does not signify that the contents necessarily reflect the view and policies of the Service, nor does mention of trade names or commercial products constitute endorsement or recommendation for use. AUTHORS AND RESPONSIBILITIES This report was written by Timothy J. Ragen, under the supervision of Paul K. Dayton. Dr. Ragen and George A. Antonelisr Jr., National Marine Mammal Laboratory, conducted the field portion of this study. ● Migration of northern fur seal (Callorhinus ursims) pups in the Bering Sea. Final Report. Table of Contents Introduction . 1 Methods . 8 Results . , . , . , . 11 Discussion . 17 Summary . 31 References . 33 MIG~TION OF NORTHERM FUR SEAL ( CALLORHINUS URSINUS) PUPS IN TEE BERING SEA INTRODUCTION The northern fur seal (Callorhinus ursinus) is arguably the most extensively studied marine mammal in the world. -
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. -
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. -
Hydrographic Surveys Specifications and Deliverables
HYDROGRAPHIC SURVEYS SPECIFICATIONS AND DELIVERABLES March 2019 U.S. Department of Commerce National Oceanic and Atmospheric Administration National Ocean Service Contents 1 Introduction ......................................................................................................................................1 1.1 Change Management ............................................................................................................................................. 2 1.2 Changes from April 2018 ...................................................................................................................................... 2 1.3 Definitions ............................................................................................................................................................... 4 1.3.1 Hydrographer ................................................................................................................................................. 4 1.3.2 Navigable Area Survey .................................................................................................................................. 4 1.4 Pre-Survey Assessment ......................................................................................................................................... 5 1.5 Environmental Compliance .................................................................................................................................. 5 1.6 Dangers to Navigation .......................................................................................................................................... -
World War Ii History of the Department of Commerce
WORLD WAR II HISTORY OF THE DEPARTMENT OF COMMERCE PART 5 US COAST AND GEODETIC SURVEY UNITED STATES DEPARTMENT OF COMMERCE CHARLES SAWYER, Secretary COAST AND GEODETIC SURVEY ROBERT F.A. STUDDS, Director WORLD WAR II HISTORY Of the COAST AND GEODETIC SURVEY UNITED STATES GOERNMENT PRINTING OFFICE – WASHINGTON: 1951 INTRODUCTION 1 LEGISLATION AND REGULATIONS GOVERNING WAR DUTIES 2 TRANSFERS, RECRUITING, AND TRAINING OF PERSONNEL 3 WORLD WAR II HISTORY OF THE COAST AND GEODETIC SURVEY INTRODUCTION The normal work of the Coast and Geodetic Survey, carried on throughout the United States and its possessions, includes (1) surveys of the coastal waters and adjoining land areas; (2) observation, study, and prediction of ocean tides and currents, and of the earth’s magnetic elements; (3) geodetic control surveys and related gravity and astronomical observations; (4) production of nautical and aeronautical charts; and (5) seismological observations and investigations. These activities provide information essential for water and air navigation, for mapping, and for many other strategic purposes, and thus assume vital importance in time of war. Personnel engaged in this work acquire training and experience invaluable in many phases of military activities. Beginning during the period when preparations were being made for national defense and continuing throughout the war the Coast and Geodetic Survey was called upon to furnish, in increasing volume, a great variety of products and services which were required for virtually all classes of war operations. Activities of the Bureau carried on for these purposes were principally in the following three categories: 1. Transfer of personnel, ships, and equipment to the Army, Navy, and Marine Corps. -
General Index 1923 - 1990
INTERNATIONAL HYDROGRAPHIC ORGANIZATION THE INTERNATIONAL HYDROGRAPHIC REVIEW GENERAL INDEX 1923 - 1990 to papers published from 1923 to 1990 by alphabetical order of authors Published by the INTERNATIONAL HYDROGRAPHIC BUREAU MONACO - October 1993 500X-1993 P-2 INTERNATIONAL HYDROGRAPHIC ORGANIZATION THE INTERNATIONAL HYDROGRAPHIC REVIEW GENERAL INDEX 1923 - 1990 to papers published from 1923 to 1990 by alphabetical order of authors Published by the INTERNATIONAL HYDROGRAPHIC BUREAU MONACO - October 1993 PREFACE By Rear Admiral Christian Andreasen President of the Directing Committee Throughout the history of the International Hydrographic Organization one of the important functions of the organization has been to foster the transfer of information between Member States. The publication of professional papers in the INTERNATIONAL HYDROGRAPHIC REVIEW concerning hydrography and topics related thereto has provided hydrographers throughout the world with information of great significance for the advancement of mapping and charting. We hydrographers can be proud of the quality products that have resulted which, in turn, have fostered the safety of navigation, advanced the scientific knowledge of the oceans and served to protect our marine environment. This GENERAL INDEX 1923-1990 of the INTERNATIONAL HYDROGRAPHIC REVIEW is published to provide ready access to this important series of articles which document the history not only of the International Hydrographic Organization, but also that of hydrography itself. TABLE OF CONTENTS Number Item Page I Aids and Radio Aids to Navigation 1 II Astronomy and Navigation 13 III Automated systems - data logging and processing 24 IV Cartography 29 V Data Management of Swath Sounding Systems - Monograph 1988 39 VI Engraving and reproduction of charts 40 VII Geodesy 44 VIII Geographical positions 55 IX Historical, personal and obituary notices 58 X Hydrographic Training and Technical Assistance 69 XI Hydrographic work. -
Geology of Umnak and Bogoslof Islands Aleutian Islands Alaska
Geology of Umnak and Bogoslof Islands Aleutian Islands Alaska By F. M. BYERS, JR. INVESTIGATIONS OF ^ALASKAN VOLCANOES GEOLOGICAL SURVEY BULLETIN 1028-L Prepared in cooperation with the Office, Chief of Engineers, U.S. Army UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1959 UNITED STATES DEPARTMENT OF THE INTERIOR FRED A. SEATON, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington 25, D.C. PEEFACE In October 1945 the War Department (now Department of the Army) requested the Geological Survey to undertake a program of volcano investigations in the Aleutian Islands-Alaska Peninsula area. Field studies under general direction of G. D. Robinson, were begun as soon as weather permitted in the spring of 1946. The results of the first year's field, laboratory, and library work were assembled as two administrative reports. Part of the data was published in 1950 in Geological Survey Bulletin 974-B, "Volcanic Activity in the Aleutian Arc", by Robert R. Coats. The rest of the data has been included in Bulletin 1028. The geologic investigations covered by this report were recon naissance. The factual information presented is believed to be accu rate, but many of the tentative interpretations and conclusions will be modified as the investigations continue and knowledge grows. The investigations of 1946 were supported almost entirely by the Military Intelligence Division of the Office, Chief of Engineers, U.S. Army. The Geological Survey is indebted to that Office for its early recognition of the value of geologic studies in the Aleutian region, which made this report possible, and for its continuing support. -
Landsat Continuing to Improve Everyday Life
How Landsat Helps: BATHYMETRY Avoiding Rock Bottom: How Landsat Aids Nautical Charting | Laura E.P. Rocchio On the most recent nautical chart of territorial waters in the U.S. Exclusive hydrographic surveying capabilities (the Above: Chart inlay of the Dry Tortugas, a grouping of islands Economic Zone (EEZ), a combined area ability to measure and map water depths). Tortugas Harbor which that lies seventy miles west of Key West, of 3.4 million square nautical miles that The job is sizable and expensive. While the Florida, Landsat data provided the extends 200 nautical miles offshore from Army Corps of Engineers is responsible surrounds Garden Key where estimated water depths for areas too the nation’s coastline. The U.S. has the for maintaining the depth of shipping Fort Jefferson is located. shallow and difficult to be reached by the largest EEZ of all nations in the world channels, providing bathymetry everywhere The depth measurements around the key (within National Oceanographic and Atmospheric but, as of 2015, it ranked behind 18 other else in U.S. waters is NOAA’s duty. } Administration’s (NOAA) surveying ships. nations in the number of vessels with the thick purple line) were made using Landsat data. It was sometime between 1840 and 1939 that the sections of water surrounding In-page: The most recent the islands were last formally surveyed. NOAA nautical chart of Since that time, Dry Tortugas National Florida’s Dry Tortugas Park was established and the park—along (Chart 11438). The purple with its hundreds of shipwrecks, pristine polygons, including the area beaches, and clear water—has become around Garden Key where popular with recreational boat cruisers. -
Measuring the Water Level Datum Relative to the Ellipsoid During Hydrographic Survey
Measuring the Water Level Datum Relative to the Ellipsoid During Hydrographic Survey Glen Rice LTJG / NOAA Corps, Coast Survey Development Laboratory 24 Colovos Road, Durham NH 03824 [email protected] ; 603‐862‐1397 Jack Riley Physical Scientist, NOAA Hydrographic Systems and Technology Program 1315 East West Hwy, SSMC3, Silver Spring MD 20910‐3282 [email protected] ; 301‐713‐2653 x154 Abstract Hydrographic surveys are referenced vertically to a local water level “chart” datum. Conducting a survey relative to the ellipsoid dictates a datum transformation take place before the survey is used for current navigational products. Models that combine estimates for the tide, sea surface topography, the geoid, and the ellipsoid are often used to transform an ellipsoid referenced survey to a local water level datum. Regions covered by these vertical datum transformation models are limited and so would appear to constrain the areas where ellipsoid referenced surveys can be conducted. Because areas not covered by a vertical datum transformation model still must have a tide model to conduct a hydrographic survey, survey‐ time measurements of the ellipsoid to water level datum can be conducted through the vessel reference point. This measured separation is largely a function of the vessel ellipsoid height and the standard survey tide model and thus introduces limited additional uncertainty than is typical in a water level referenced survey. This approach is useful for reducing ellipsoid reference surveys to the water level datum, examining a tide model, or for evaluating a vertical datum transformation model. Prototype tools and a comparison to typical vertical datum transformation models are discussed. -
Memorial to Paul Albert Smith 1901-1978 M
Memorial to Paul Albert Smith 1901-1978 M. KING HUBBERT 5208 Westwood Drive, Washington, D.C. 20016 Paul Albert Smith had a long and productive career in public service. A native of Iowa, Smith was born on January 9, 1901. He received his professional education at the University of Michigan, earning the Bachelor of Science degree in engineering in 1924. It was there also that he met and married Sylvia Ralston in 1923. She and their two children, Paul Albert, Jr., and Kathryn Caro line (Mrs. Robert H. Gifford), are his survivors. Following his graduation from the University of Michigan, Smith joined the U.S. Coast and Geodetic Survey where he served for twenty-two years as an engi neer and commissioned officer with successive ranks from ensign to commander. From 1926 to 1939 he was a hydrographic and geodetic engineer, conducting surveys in several states, and in the coastal waters of the United States, the Philippine Islands, and Alaska. From 1939 to 1946 he was Chief of the Aeronauti cal Chart Branch of the Coast and Geodetic Survey, supervising the design and production of aeronautical charts for the United States and Allied forces. The standards thus established were subsequently adopted, with minor amendments, as the International Civil Aviation Organization (ICAO) World Aeronautical Charts. In 1946 Smith was transferred to the State Department as Alternate U.S. Representa tive on the Interim Council of the newly established Provisional Internationa! Civil Aviation Agency. From 1947 to 1953, with the rank of Minister, and temporary rank of rear admiral, he was the U.S.