Engineering Applications of Underwater Acoustics in the Ocean
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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. -
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. -
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. -
Shallow Water Acoustic Propagation at Arraial Do Cabo, Brazil Antonio Hugo S
Shallow Water Acoustic Propagation at Arraial do Cabo, Brazil Antonio Hugo S. Chaves, Kleber Pessek, Luiz Gallisa Guimarães and Carlos E. Parente Ribeiro, LIOc-COPPE/UFRJ, Brazil Copyright 2011, SBGf - Sociedade Brasileira de Geofísica. speed profile, the region of Arraial do Cabo. Finally in the This paper was prepared for presentation at the Twelfth International Congress of the last section we discuss and summarize our main results. Brazilian Geophysical Society, held in Rio de Janeiro, Brazil, August 15-18, 2011. Theory Contents of this paper were reviewed by the Technical Committee of the Twelfth International Congress of The Brazilian Geophysical Society and do not necessarily represent any position of the SBGf, its officers or members. Electronic reproduction The intensity and phase of the sound field generated by a or storage of any part of this paper for commercial purposes without the written consent acoustic source in the ocean can be deduced by solving the of The Brazilian Geophysical Society is prohibited. Helmholtz wave equation. The complexity of the acoustic environment like sound speed profile, the roughness of Abstract the sea surface, the stratification of the sea floor and The Brazilian coastal region is a huge platform the internal waves introduce acoustic fluctuations during where the propagation is dominantly in a waveguide the sound propagation that decrease the signal finesse delimited by the surface and the bottom. The region (Buckingham, 1992). Nowadays several types of solutions near Arraial do Cabo is a place where there is a for the sound pressure field are available, in this work we special sound speed profiles (SSP) regimes related deal with two of them namely: normal mode and ray tracing to shallow waters. -
Interface Design for Sonobuoy Systems
Interface Design for Sonobuoy Systems by Huei-Yen Winnie Chen A thesis presented to the University of Waterloo in fulfillment of the thesis requirement for the degree of Master of Applied Science in Systems Design Engineering Waterloo, Ontario, Canada, 2007 ©Huei-Yen Winnie Chen 2007 AUTHOR'S DECLARATION I hereby declare that I am the sole author of this thesis. This is a true copy of the thesis, including any required final revisions, as accepted by my examiners. I understand that my thesis may be made electronically available to the public. ii Abstract Modern sonar systems have greatly improved their sensor technology and processing techniques, but little effort has been put into display design for sonar data. The enormous amount of acoustic data presented by the traditional frequency versus time display can be overwhelming for a sonar operator to monitor and analyze. The recent emphasis placed on networked underwater warfare also requires the operator to create and maintain awareness of the overall tactical picture in order to improve overall effectiveness in communication and sharing of critical data. In addition to regular sonar tasks, sonobuoy system operators must manage the deployment of sonobuoys and ensure proper functioning of deployed sonobuoys. This thesis examines an application of the Ecological Interface Design framework in the interface design of a sonobuoy system on board a maritime patrol aircraft. Background research for this thesis includes a literature review, interviews with subject matter experts, and an analysis of the decision making process of sonar operators from an information processing perspective. A work domain analysis was carried out, which yielded a dual domain model: the domain of sonobuoy management and the domain of tactical situation awareness address the two different aspects of the operator's work. -
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 .......................................................................................................................................... -
Manual of Instructions Bathymetric Surveys
Manual of Instructions Bathymetric Surveys Ministry of Natural Resources Manual of Instructions Bathymetric Surveys June, 2004 Frank Levec Inventory Monitoring and Assessment Section Science and Information Branch Audie Skinner Aquatic Research and Development Section Applied Research and Development Branch Cette publication spécialisée n’est disponsible qu’en anglais 2 TABLE OF CONTENTS 1 INTRODUCTION...........................................................................................4 2 PRE-SURVEY.................................................................................................5 2.1 SOFTWARE AND DATA ........................................................................................... 5 2.1.1 BASS Software ................................................................................................. 5 2.1.2 NRVIS Data ..................................................................................................... 5 2.2 EQUIPMENT .......................................................................................................... 6 2.2.1 GPS Unit.......................................................................................................... 6 2.2.2 Depth Sounder................................................................................................. 7 2.2.3 Computer ........................................................................................................ 8 2.2.4 Power Supply.................................................................................................. -
Appendix A: Navy Activities Descriptions
Appendix A: Navy Activities Descriptions NORTHWEST TRAINING AND TESTING FINAL EIS/OEIS OCTOBER 2015 TABLE OF CONTENTS APPENDIX A NAVY ACTIVITIES DESCRIPTIONS .............................................................................. A-1 A.1 TRAINING ACTIVITIES ................................................................................................................. A-1 A.1.1 ANTI-AIR WARFARE TRAINING ............................................................................................................ A-1 A.1.1.1 Air Combat Maneuver ............................................................................................................... A-2 A.1.1.2 Missile Exercise (Air-to-Air) ....................................................................................................... A-3 A.1.1.3 Gunnery Exercise (Surface-to-Air) ............................................................................................. A-4 A.1.1.4 Missile Exercise (Surface-to-Air) ................................................................................................ A-5 A.1.2 ANTI-SURFACE WARFARE TRAINING ..................................................................................................... A-6 A.1.2.1 Gunnery Exercise Surface-to-Surface (Ship) .............................................................................. A-7 A.1.2.2 Missile Exercise Air-to-Surface .................................................................................................. A-8 A.1.2.3 High-speed Anti-Radiation Missile -
Displaying Bioacoustic Directional Information from Sonobuoys Using “Azigrams”
Displaying bioacoustic directional information from sonobuoys using “azigrams” Aaron M. Thode,1,a) Taiki Sakai,2,b) Jeffrey Michalec,3 Shannon Rankin,3 Melissa S. Soldevilla,4 Bruce Martin,5 and Katherine H. Kim6 1Marine Physical Laboratory, Scripps Institution of Oceanography, University of California San Diego, La Jolla, California 92093-0238, USA 2Lynker Technologies, LLC, under contract to the Southwest Fisheries Science Center, NMFS/NOAA, La Jolla, California 92037, USA 3Southwest Fisheries Science Center, NMFS/NOAA, La Jolla, California 92037, USA 4Southeast Fisheries Science Center, NMFS/NOAA, 75 Virginia Beach Drive, Miami, Florida 33149, USA 5JASCO Applied Sciences, 32 Troop Avenue, Suite 202, Dartmouth, Nova Scotia, B3B 1Z1, Canada 6Greeneridge Sciences, Inc., 90 Arnold Place, Suite D, Santa Barbara, California 93117, USA (Received 16 November 2018; revised 22 May 2019; accepted 5 June 2019; published online 10 July 2019) The AN/SSQ-53 Directional Frequency Analysis and Recording (DIFAR) sonobuoy is an expend- able device that can derive acoustic particle velocity along two orthogonal horizontal axes, along with acoustic pressure. This information enables computation of azimuths of low-frequency acous- tic sources from a single compact sensor. The standard approach for estimating azimuth from these sensors is by conventional beamforming (i.e., adding weighted time series), but the resulting “cardioid” beampattern is imprecise, computationally expensive, and vulnerable to directional noise contamination for weak signals. Demonstrated here is an alternative multiplicative processing scheme that computes the “active intensity” of an acoustic signal to obtain the dominant direction- ality of a noise field as a function of time and frequency. This information is conveniently displayed as an “azigram,” which is analogous to a spectrogram, but uses color to indicate azimuth instead of intensity.