THE INVERTED ECHO SOUNDER Dav·Id S.8Itterman, Jr
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Chinese Mooring and Buoy Observations in the Open-Ocean
Chinese mooring and buoy observations in the open-ocean Chujin Liang Second Institute of Oceanography, SOA May 28, 2013 Seoul Main oceanographic institutions of China First Institute of Oceanography Qingdao State Oceanic Administration Second Institute of Oceanography Hangzhou /SOA Third Institute of Oceanography Xiamen Polar Institute of China ShanghaiFirst Institute of Oceanography, FIO Institute of Oceanography Qingdao Chinese Academy of Science /CAS South China Sea Institute of Oceanography GuangzhouSecond Institute of Oceanography, SIO China Ocean University, Xiamen University Qingdao/Third Institute of Oceanography,Ministry of Education TIO Xiamen Tongji University, East China Normal university, Shanghai/ Tsinghua University, Peiking University, etc. Beijing Second Institute of Oceanography State Oceanic Administration State Oceanic Administration, SOA First Institute of Oceanography, FIO Second Institute of Oceanography, SIO Third Institute of Oceanography, TIO Second Institute of Oceanography State Oceanic Administration FIO is operating 2 buoy stations and 1 mooring at 2 sites Long-term buoy station in eastern Indian Ocean operated by FIO FIO-AMFR 中国 海洋一所 FIO Progress Report 1. Surface buoy at (100E, 8S) • In place since 30 May 2010 • Daily data will be posted on PMEL and FIO website soon • Data includes the meteorological parameters: wind speed and direction, air temperature, relative humidity, air pressure, shortwave radiation, long wave radiation, unfortunately precipitation missed due to damage in the deployment • Data includes -
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. -
MBARI's Buoy Based Seafloor Observatory Design (PDF)
MBARI’s Buoy Based Seafloor Observatory Design Mark Chaffey, Larry Bird, Jon Mike Kelley, Lance McBride, Tom O’Reilly, Walter Paul*, Erickson, John Graybeal, Andy Ed Mellinger, Tim Meese, Mike Risi, and Wayne Hamilton, Kent Headley, Radochonski Monterey Bay Aquarium Research Institute * Dept. of Applied Ocean Physics and Engineering 7700 Sandholdt Road Woods Hole Oceanographic Institution Moss Landing CA 95039 Woods Hole, MA 02543 Abstract - There has been considerable discussion and planning in the oceanographic community toward the installation of long-term seafloor sites for scientific observation in the deep ocean. The Monterey Bay Aquarium Research Institute (MBARI) has designed a portable mooring system for deep ocean deployment that provides data and power connections to both seafloor and ocean surface instruments. The surface mooring collects solar and wind energy for powering instruments and transmits data to shore-side researchers using a satellite communications modem. A specialty anchor cable connects the surface mooring to a network of benthic instrumentation, providing the required data and power transfer. Design details and results of laboratory and field testing of the completed portions of the observatory system are described. I. INTRODUCTION Fig. 1 Buoy and seafloor network. MBARI has undertaken a major effort to develop the technology and techniques for building deep ocean of reliability, fault tolerance, and remote diagnostic seafloor observatories under the in-house Monterey capability. Ocean Observing System (MOOS) program. A key The overall functional and design requirements of the component of the overall observatory technology effort is MOOS mooring have previously been described in detail a moored surface buoy connected to the seafloor using [1] and can be summarized as a portable system, an anchor cable that incorporates mechanical strength configurable to a wide range of experiments, providing elements, copper conductors for power transfer, and episodic event response using on-board processing, and optical elements for communications. -
The Official Magazine of The
OceTHE OFFICIALa MAGAZINEn ogOF THE OCEANOGRAPHYra SOCIETYphy CITATION Smith, L.M., J.A. Barth, D.S. Kelley, A. Plueddemann, I. Rodero, G.A. Ulses, M.F. Vardaro, and R. Weller. 2018. The Ocean Observatories Initiative. Oceanography 31(1):16–35, https://doi.org/10.5670/oceanog.2018.105. DOI https://doi.org/10.5670/oceanog.2018.105 COPYRIGHT This article has been published in Oceanography, Volume 31, Number 1, a quarterly journal of The Oceanography Society. Copyright 2018 by The Oceanography Society. All rights reserved. USAGE Permission is granted to copy this article for use in teaching and research. Republication, systematic reproduction, or collective redistribution of any portion of this article by photocopy machine, reposting, or other means is permitted only with the approval of The Oceanography Society. Send all correspondence to: [email protected] or The Oceanography Society, PO Box 1931, Rockville, MD 20849-1931, USA. DOWNLOADED FROM HTTP://TOS.ORG/OCEANOGRAPHY SPECIAL ISSUE ON THE OCEAN OBSERVATORIES INITIATIVE The Ocean Observatories Initiative By Leslie M. Smith, John A. Barth, Deborah S. Kelley, Al Plueddemann, Ivan Rodero, Greg A. Ulses, Michael F. Vardaro, and Robert Weller ABSTRACT. The Ocean Observatories Initiative (OOI) is an integrated suite of instrumentation used in the OOI. The instrumented platforms and discrete instruments that measure physical, chemical, third section outlines data flow from geological, and biological properties from the seafloor to the sea surface. The OOI ocean platforms and instrumentation to provides data to address large-scale scientific challenges such as coastal ocean dynamics, users and discusses quality control pro- climate and ecosystem health, the global carbon cycle, and linkages among seafloor cedures. -
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. -
(Mooring – Tide Gauge) Is ~22 Mm
Updated Results from the In Situ Calibration Site in Bass Strait, Australia Christopher Watson1 , Neil White2,, John Church2 Reed Burgette1, Paul Tregoning 3, Richard Coleman 4 1 University of Tasmania ([email protected]) 2 Centre for Australian Weather and Climate Research, A partnership between CSIRO and the Australian Bureau of Meteorology 3 The Australian National University 4 The Institute of Marine and Antarctic Studies, UTAS OSTM/Jason-2 OST Science Team Meeting Updated Data Stream Presentation 1 San Diego OSTST Meeting October 2011 Impossible d'afficher l'image. Votre ordinateur manque peut-être de mémoire pour ouvrir l'image ou l'image est endommagée. Redémarrez l'ordinateur, puis ouvrez à nouveau le fichier. Si le x rouge est toujours affiché, vous devrez peut-être supprimer l'image avant de la réinsérer. Methods Recap Bass Strait • Primary site is located on Pass 088 in Bass Strait. Contributing bias estimates to the SWT/OSTST since the launch of T/P . • Secondary site along track in Storm Bay Storm Bay 2 Methods Recap • We adopt a purely geometric technique for determination of absolute bias. • The method is centred around the use of GPS buoys to define the datum ofhihf high preci si on ocean moori ngs. • Outside of available mooring data, all available mooring SSH data are used to correct tide gauge SSH to the comparison point. 3 Instrumentation (Bass Strait): Tide Gauge and CGPS • Tide gauge part of the Australian baseline array, located in Burnie. • Vertical velocity not significantly different from zero. • CGPS time series shows a quasi-annual periodic signal (amplitude ~3-4 mm). -
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 ..........................................................................................................................................