WILLIAM MAURICE EWING May 12, 1906-May 4, 1974
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
It Is Quite Common for Confusion to Arise About the Process Used During a Hydrographic Survey When GPS-Derived Water Surface
It is quite common for confusion to arise about the process used during a hydrographic survey when GPS-derived water surface elevation is incorporated into the data as an RTK Tide correction. This article explains a little about the process. What we are discussing here might be a tide-related correction to a chart datum for coastal surveying – maybe to update navigational charts, or it might be nothing to do with tides at all. For example, surveying a river with the need to express bathymetry results as a bottom elevation on the desired vertical datum – not simply as “depth” results. Whether it is anything to do with tidal forces or not, the term “RTK Tide” is ubiquitous in hydrographic-speak to refer to vertical corrections of echo sounding data using RTK GPS. Although there is some confusing terminology, it’s a simple idea so let’s try to keep it that way. First keep in mind any GPS receiver will give the user basically two things in terms of vertical positioning: height above the GPS reference ellipsoid surface and height above Mean Sea Level (MSL) where ever he or she is on the Earth. How is MSL defined? Well, a geoid surface is a measure of the strength of gravity which in turn mostly controls the height of the sea; it is logical to say that MSL height equals the geoid height and vice versa. Using RTK techniques to obtain tide information is a logical extension of this basic principle. We are measuring the GPS receiver height above a geoid. -
Scientific Rationale and Requirements for a Global Seismic Network on Mars
SCIENTIFIC RATIONALE AND REQUIREMENTS FOR A GLOBAL SEISMIC NETWORK ON MARS MARS Model AR 90 EARTH 180 (NASA-CR-188806) SCIENTIFIC RATIONALE AND N92-14949 REQUIREMENTS FOR A GLOBAL SEISMIC NETWORK ON MARS (Lunar and Planetary Inst.) 48 p CSCL 03B Unclas G3/91 0040098 LPI Technical Report Number 91-02 LUNAR AND PLANETARY INSTITUTE 3303 NASA ROAD 1 HOUSTON TX 77058-4399 LPI/TR-91-02 SCIENTIFIC RATIONALE AND REQUIREMENTS FOR A GLOBAL SEISMIC NETWORK ON MARS Sean C. Solomon, Don L. Anderson, W. Bruce Banerdt, Rhett G. Butler, Paul M. Davis, Frederick K. Duennebier, Yosio Nakamura, Emile A. Okal, and Roger J. Phillips Report of a Workshop Held at Morro Bay, California May 7-9, 1990 Lunar and Planetary Institute 3303 NASA Road 1 Houston TX 77058 LPI Technical Report Number 91-02 LPI/TR-91-02 Compiled in 1991 by the LUNAR AND PLANETARY INSTITUTE The Institute is operated by Universities Space Research Association under Contract NASW-4574 with the National Aeronautics and Space Administration. Material in this document may be copied without restraint for library, abstract service, educational, or personal research purposes; however, republication of any portion requires the written permission of the authors as well as appropriate acknowledgment of this publication. This report may be cited as: Solomon S. C. et al. (1991) Scientific Rationale and Requirements far a Global Seismic Network on Mars. LPI Tech. Rpt. 91-02, Lunar and Planetary Institute, Houston. 51 pp. This report is distributed by: ORDER DEPARTMENT Lunar and Planetary Institute 3303 NASA Road 1 Houston TX 77058-4399 Mail order requestors will be invoiced for the cost of shipping and handling. -
Lagrangian Measurement of Subsurface Poleward Flow Between 38 Degrees N and 43 Degrees N Along the West Coast of the United States During Summer, 1993
CORE Metadata, citation and similar papers at core.ac.uk Provided by Calhoun, Institutional Archive of the Naval Postgraduate School Calhoun: The NPS Institutional Archive Faculty and Researcher Publications Faculty and Researcher Publications 1996-09-01 Lagrangian Measurement of subsurface poleward Flow between 38 degrees N and 43 degrees N along the West Coast of the United States during Summer, 1993 Collins, Curtis A. Geophysical Research Letters, Vol. 23, No. 18, pp. 2461-2464, September 1, 1996 http://hdl.handle.net/10945/45730 GEOPHYSICAL RESEARCH LETTERS, VOL. 23, NO. 18, PAGES 2461-2464, SEPTEMBER 1, 1996 Lagrangian Measurement of subsurface poleward Flow between 38øN and 43øN along the West Coast of the United States during Summer, 1993 CurtisA. Collins,Newell Garfield, Robert G. Paquette,and Everett Carter 1 Departmentof Oceanography,Naval Postgraduate School, Monterey, California Abstract. SubsurfaceLagrangian measurementsat about Undercurrentalong the coastsof California and Oregon. We 140 m showedthat the pathof the CaliforniaUndercurrent lay are using quasi-isobaric(float depth controlled primarily by next to the continentalslope betweenSan Francisco(37.80N) the pressureeffect on density)RAFOS floats (Rossby et al., and St. GeorgeReef (41.8øN) duringmid-summer 1993. The 1986) to make these measurements. A RAFOS float consists meanspeed along this 500 km pathwas 8 cms-1. Theflow at of a hydrophonemounted in a glasstube that is about2 meters this depth was not disturbedby upwelling centersat Point long. These hydrophonesreceive signals from three sound Reyesor CapeMendocino. Restfits also demonstratethe abil- sources that were moored 400 km offshore between 34.3øN and ity to acousticallytrack floats located well above the sound 40.4øN.The sound sources emit 15 W, 80 s signalsa•t 260 Hz channelaxis along the California coast. -
ECHO SOUNDING CORRECTIONS (Article Handed to the I
ECHO SOUNDING CORRECTIONS (Article handed to the I. H. B. by the U .S.S.R. Delegation of Observers at the Vllth International Hydrographic Conference) In the Soviet Union frequent use is made of echo sounders in routine hydrographic surveying, and all important surveys are carried out with the help of echo sounding apparatus. Depths recorded on echograms as well as depths entered in the sounding log must be corrected for a value which is the result of the algebraic addition of two partial corrections as follows : A Z f : correction for (( level error » A Z : conection of echo À When the value of the total correction is less than half the sounding accuracy, it is disregarded. The maximum tolerance figures allowed in sounding are shown below : From 0 to 20 m. : 0.4 m 21 to 50 m. : 0.7 m 51 to 100 m. : 1.5 m 101 and over :2 % of sounding depth Correction for level error. — The correction for the « error in level » is computed according to the following formula : A Z f = n _ f (1) n : reading of nearest tide gauge, corresponding to datum level determined; f : reading of tide gauge at time of taking soundings. Echo correction. — The depths determined by echo sounding must be subjected to corrections which are obtained as follows : (a) Immediately determined by calibration, or (b) According to the hydrological data available. I. — D etermination o f corrections b y calibration When determining echo corrections by calibration, the soundings are corrected as follows : (1) Determination of total correction A Z T in sounding area by calibration of echo sounding machine ; (2) A Z n correction for difference in speed of rotation of indicator disk with respect to speed determined during calibration ; The A Z q correction is applied when the number of revolutions of the indicator disk differs by more than 1 % during sounding operations from the value obtained during the initial calibration. -
Descriptive Report to Accompany Hydrographic Survey H11004
NOAA FORM 76-35A U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTIVE REPORT Type of Survey: Navigable Area Registry Number: H12139 LOCALITY State: Rhode Island General Locality: Block Island Sound Sub-locality: 5 NM West of Block Island 2009 H12139 CHIEF OF PARTY CDR Shepard M.Smith NOAA LIBRARY & ARCHIVES DATE - i - NOAA FORM 77-28 U.S. DEPARTMENT OF COMMERCE REGISTRY NUMBER: (11-72) NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION HYDROGRAPHIC TITLE SHEET H12139 INSTRUCTIONS: The Hydrographic Sheet should be accompanied by this form, filled in as completely as possible, when the sheet is forwarded to the Office. State: Rhode Island General Locality: Block Island Sound, RI Sub-Locality: 5 NM West of Block Island Scale: 1:20,000 Date of Survey: 08/20/09 to 08/31/09 Instructions Dated: 26 February 2009 Project Number: OPR-B363-TJ-09 Vessel: NOAA Ship Thomas Jefferson Chief of Party: CDR Shepard M. Smith , NOAA Surveyed by: Thomas Jefferson Personnel Soundings by: Reson 7125 multibeam echo sounder. Graphic record scaled by: N/A Graphic record checked by: N/A Protracted by: N/A Automated Plot: N/A Verification by: Atlantic Hydrographic Branch Soundings in: Meters at MLLW Remarks: 1) All Times are in UTC. 2) This is a Navigable Area Hydrographic Survey. 3) Projection is NAD83, UTM Zone 19. Bold, italic, red notes in the Descriptive Report were made during office processing. 2 OPR-B363-TJ-09 H12139 Table of Contents A. AREA SURVEYED………………………………………………………………………...4 B. DATA ACQUISITION AND PROCESSING………………………………………………...6 B.1 EQUIPMENT………………………………………………………………………….6 B.2 QUALITY CONTROL………………………………………………………….……..6 Sounding Coverage…………………………………………………………………...6 Systematic Errors……………………………………………………………………..9 B.3 CORRECTIONS TO ECHO SOUNDINGS…………………………………...……...9 B.4 DATA PROCESSING……………………………………………………….…..……10 C. -
Advantages of Parametric Acoustics for the Detection of the Dredging Level in Areas with Siltation Jens Wunderlich, Prof
7th Workshop on Dredging and Surveying, Scheveningen (The Haag), June 07th-08th 2001 Advantages of parametric acoustics for the detection of the dredging level in areas with siltation Jens Wunderlich, Prof. Dr. Gert Wendt, Rostock University Keywords sediment echo sounder, parametric acoustics, dredging level, siltation, Abstract Dredging companies and local authorities are interested in exact information about the dredging area and the material conditions, like sediment structures, sediment types and sediment volumes especially in ship channels and harbours. To get these information several equipment for sediment echo sounding is used. But what are the differences? What are the advantages of non- linear echo sounders compared to linear ones, especially in dredging areas with siltation? These questions are briefly discussed in this contribution. After that some survey examples, using a parametric echo sounder system, are given. Echo Sounding and Echo Sounder Parameters Sediment echo sounding means v = const transmitting sound pulses in direction ∆h water surface to the bottom and receiving reflected y x signals from the bottom and sediment a x b layers, see fig. 1. z ∆Θ,∆Φ There are some important parameters noise reverberation to classify echo sounder systems: Θ • Directivity h • Frequency • Pulse length, pulse ringing ∆τ bottom echo • Pulse repetition rate • Beam steering and stabilizing bottom surface • Heave compensation objects • Real time signal processing l • Size, weight, mobility a,c = f(material) layer echo These parameters and their meanings for surveys shall be discussed briefly. layer borders Figure 1: Echo sounding principle Directivity The directivity of the transmitted sound beam depends on the transducer dimensions related to the sound frequency. -
River Depletion Due to Pumping of a Well Near a River Glover
River Depletion due to Pumping of a Well Near a River Glover OFFICERS OF THE UNION, 1953-58 SECTIONS OF THE UNION JOHN A. FLEMING, Honorary President Section of Geodesy JAMES B. MACELWANE, President ALBERT J HosKiNsoN, President MAURICE EWING, Vice President AMERICAN GEOPHYSICAL UNION Section of Seismology Ross JOHN PUTNAM MARBLE, General Secretary R. HEINRICH, President Section of Meteorology WALDO E. SMITH. Executive Secretary EXECUTIVE COMMITTEE PHIL E. CHURCH, President 1530 P Street, N. W. Section of Terrestrial Magnetism Washington 5, D. C. and Electricity VICTOR EX-OFFICIO MEMBERS American National Committee VACQUIER, President of the Section of Oceanography CHAIRMAN, NATIONAL RESEARCH COUNCIL International Union of Geodesy and Geophysics RIciimu) H. FLEMING, President CHAIRMEN, DIVISIONS OF THE and Committee on Geophysics of the Section of Volcanology NATIONAL RESEARCH COUNCIL Wii.i.awm F. Fostiwo, President International Relations NATIONAL RESEARCH COUNCIL Section of Hydrology Physical Sciences HAROLD G. Wrud, President Chemistry and Chemical Technology WASHINGTON, D. C. Geology Section of Tectonophysics and Geography FRANCIS BIRCH, President Biology and Agriculture AMERICAN OFFICERS International Union of Geodesy and 1530 P Street, N.W. Geophysics Washington 5, D. C. October 22, 1954 Messrs. liobert E. Glover & Glenn G. Balmer, Bureau of Reclamation Bldg. 53, Denver Federal Center Denver 2, Colorado Gentlemen: Thank you for your letter of October 13 with which you forwarded the closing discussion on your paper relating to river depletion. We are for- warding this, together with Hantush's discussion of your paper, to the Editor and in due course will write to you further. We are calling the Editor's attention to the closing paragraptf your letter. -
University Microfilms, Inc., Ann Arbor, Michigan the SYNTHESIS of POINT DATA
This dissertation has been microfilmed exactly as received 68-16,949 JOHNSON, Rockne Hart, 1930- THE SYNTHESIS OF POINT DATA AND PATH DATA IN ESTIMATING SOFAR SPEED. University of Hawaii, Ph.D., 1968 Geophysics University Microfilms, Inc., Ann Arbor, Michigan THE SYNTHESIS OF POINT DATA AND PATH DATA IN ESTIMATING SOFAR SPEED A DISSERTATION SUBMITTED TO THE GRADUATE DIVISION OF THE UNIVERSITY OF HAWAII IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY IN GEOSCIENCES June 1968 By Rockne Hart Johnson Dissertation Committee: William M. Adams, Chairman Doak C. Cox George H. Sutton George P. Woollard Klaus Wyrtki ii P~F~E Geophysical interest in the deep ocean sound (sofar) channel centers on its use as a tool for the detection and location of remote events. Its potential application to oceanography may lie in the monitoring of variations of physical properties averaged over long paths by sofar travel-time measurements. As the accuracy of computed event locations is generally dependent on the accuracy of travel-time calculations, the spatial and temporal variation of sofar speed is a matter of fundamental interest. The author's interest in this problem has grown out of a practical need for such information for application to the problem of locating the sources of earthquake I waves and submarine volcanic sounds. Although an exten sive body of sound-speed data is available from hydrographic casts, considerably more precise measurements can be made of explosion travel times over long paths. This dissertation develops a novel procedure for analytically combining these two types of data to produce a functional description of the spatial variation of safar speed. -
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. -
Stochastic Oceanographic-Acoustic Prediction and Bayesian Inversion for Wide Area Ocean Floor Mapping
Ali, W.H., M.S. Bhabra, P.F.J. Lermusiaux, A. March, J.R. Edwards, K. Rimpau, and P. Ryu, 2019. Stochastic Oceanographic-Acoustic Prediction and Bayesian Inversion for Wide Area Ocean Floor Mapping. In: OCEANS '19 MTS/IEEE Seattle, 27-31 October 2019, doi:10.23919/OCEANS40490.2019.8962870 Stochastic Oceanographic-Acoustic Prediction and Bayesian Inversion for Wide Area Ocean Floor Mapping Wael H. Ali1, Manmeet S. Bhabra1, Pierre F. J. Lermusiaux†, 1, Andrew March2, Joseph R. Edwards2, Katherine Rimpau2, Paul Ryu2 1Department of Mechanical Engineering, Massachusetts Institute of Technology, Cambridge, MA 2Lincoln Laboratory, Massachusetts Institute of Technology, Lexington, MA †Corresponding Author: [email protected] Abstract—Covering the vast majority of our planet, the ocean The importance of an accurate knowledge of the seafloor is still largely unmapped and unexplored. Various imaging can hardly be overstated. It plays a significant role in aug- techniques researched and developed over the past decades, menting our knowledge of geophysical and oceanographic ranging from echo-sounders on ships to LIDAR systems in the air, have only systematically mapped a small fraction of the seafloor phenomena, including ocean circulation patterns, tides, sed- at medium resolution. This, in turn, has spurred recent ambitious iment transport, and wave action [16, 20, 41]. Ocean seafloor efforts to map the remaining ocean at high resolution. New knowledge is also critical for safe navigation of maritime approaches are needed since existing systems are neither cost nor vessels as well as marine infrastructure development, as in time effective. One such approach consists of a sparse aperture the case of planning undersea pipelines or communication mapping technique using autonomous surface vehicles to allow for efficient imaging of wide areas of the ocean floor. -
Overview of the Impacts of Anthropogenic Underwater Sound in the Marine Environment
Overview of the impacts of anthropogenic underwater sound in the marine environment Biodiversity Series 2009 Overview of the impacts of anthropogenic underwater sound in the marine environment OSPAR Convention Convention OSPAR The Convention for the Protection of the La Convention pour la protection du milieu Marine Environment of the North-East Atlantic marin de l'Atlantique du Nord-Est, dite (the “OSPAR Convention”) was opened for Convention OSPAR, a été ouverte à la signature at the Ministerial Meeting of the signature à la réunion ministérielle des former Oslo and Paris Commissions in Paris anciennes Commissions d'Oslo et de Paris, on 22 September 1992. The Convention à Paris le 22 septembre 1992. La Convention entered into force on 25 March 1998. It has est entrée en vigueur le 25 mars 1998. been ratified by Belgium, Denmark, Finland, La Convention a été ratifiée par l'Allemagne, France, Germany, Iceland, Ireland, la Belgique, le Danemark, la Finlande, Luxembourg, Netherlands, Norway, Portugal, la France, l’Irlande, l’Islande, le Luxembourg, Sweden, Switzerland and the United Kingdom la Norvège, les Pays-Bas, le Portugal, and approved by the European Community le Royaume-Uni de Grande Bretagne and Spain. et d’Irlande du Nord, la Suède et la Suisse et approuvée par la Communauté européenne et l’Espagne. 2 OSPAR Commission, 2009 Acknowledgements Author list (in alphabetical order) Thomas Götz Scottish Oceans Institute, East Sands University of St Andrews St Andrews, Fife KY16 8LB [email protected] Module 2, 8 Gordon Hastie SMRU Limited New Technology Centre North Haugh St Andrews, Fife KY16 9SR [email protected] Module 2, 8 Leila T. -
Acceleration in Acoustic Wave Propagation Modelling Using Openacc/Openmp and Its Hybrid for the Global Monitoring System
Acceleration in Acoustic Wave Propagation Modelling using OpenACC/OpenMP and its hybrid for the Global Monitoring System Noriyuki Kushida*1, Ying-Tsong Lin*2, Peter Nielsen*1, and Ronan Le Bras*1 *1 CTBTO Preparatory Commission for the Comprehensive Nuclear-Test-Ban Treaty Organization Provisional Technical Secretariat *2 Woods Hole Oceanographic Institution, USA Disclaimer: The views expressed herein are those of the author(s) and do not necessarily reflect the views of the CTBT Preparatory Commission. Background (Who we are) The CTBT (Comprehensive Nuclear-Test-Ban Treaty) bans all types of nuclear explosions. CTBTO operates a worldwide monitoring system to catch the signs of nuclear explosions with four technologies: Seismic Infrasound Hydroacoustic Radionuclide Atmospheric explosion Underground explosion Underwater explosion 2 Background (Underwater event and Hydroacoustic observation) ● Hydroacoustic: acoustic waves through the Ocean Seismometer Hydrophone Phase conversion Underwater explosion ● A big explosion in the Ocean can generate a sound wave ● We can catch such sounds with ○ microphones in the Ocean (hydrophone) ○ seismometers on the coast Photo/Video from CTBTO Website Background (Hydroacoustic stations in CTBTO) ● “H” icone: Hydrophone (H-phase). 6 stations ● “T” icone: Seismometer (T-phase). 4 stations ● Hydroacoustic waves can travel very long distances ○ Complex phenomena can be involved ● Seismic stations; 170 (50 primary + 120 auxiliary) to cover the globe An example: Argentinian submarine ARA San Juan 1/3 Last Contact