Implementation of Hydroacoustic for a Rapid Assessment of Fish Spatial
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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. -
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 .......................................................................................................................................... -
Can We Distinguish Acoustically Between Vendace Stock and Stickleback Stock in Lake Pluszne?
CAN WE DISTINGUISH ACOUSTICALLY BETWEEN VENDACE STOCK AND STICKLEBACK STOCK IN LAKE PLUSZNE? LECH DOROSZCZYK1, BRONISŁAW DŁUGOSZEWSKI1, MAŁGORZATA 2 GODLEWSKA 1 Stanisław Sakowicz Inland Fisheries Institute Oczapowskiego 10, 10-719 Olsztyn, Poland [email protected] 2International Institute of the Polish Academy of Sciences, European Regional Centre for Ecohydrology under auspices of UNESCO Tylna 3, 90-364 Łódź, Poland [email protected] Hydroacoustical monitoring of vendace stocks in lake Pluszne is performed regularly since 90-ties. However, in 2009 the lack of oxygen below the thermocline prevented fish to occupy the hypolimnion, which is its natural habitat. This led to a mixture of vendace and other fish species above the thermocline. The trawl catches accompanying hydroacoustical studies have contained exclusively vendace and stickleback. Investigation of TS have shown two-pick distributions, one corresponding to the size of vendace and one smaller. The two fish species were separated by thresholding. The maps of fish spatial distributions confirmed that vendace was present only in the deepest part of the lake, which is typical for this part of a year, while the other fish were distributed over the whole lake area. The worsening of environmental conditions in Lake Pluszne (increase of eutrophication) leads to declining vendace population. INTRODUCTION Over the past few decades, hydroacoustics has become increasingly important to the assessment of fish populations [1]. Fish stock assessment in inland waters is necessary for both: fisheries management and ecological environmental assessments, as a result of EU Water Framework Directive (WFD) requirements [2]. A wide range of sampling techniques have been developed for the assessment of fish populations in lakes and reservoirs including trawling, gill nets, electrofishing, etc. -
On the Spatial and Temporal Variability of Upwelling in the Southern
University of South Florida Scholar Commons Graduate Theses and Dissertations Graduate School 1-1-2012 On the spatial and temporal variability of upwelling in the southern Caribbean Sea and its influence on the ecology of phytoplankton and of the Spanish sardine (Sardinella aurita) Digna Tibisay Rueda-Roa University of South Florida, [email protected] Follow this and additional works at: https://scholarcommons.usf.edu/etd Part of the American Studies Commons, Oceanography Commons, Other Earth Sciences Commons, and the Other Oceanography and Atmospheric Sciences and Meteorology Commons Scholar Commons Citation Rueda-Roa, Digna Tibisay, "On the spatial and temporal variability of upwelling in the southern Caribbean Sea and its influence on the ecology of phytoplankton and of the Spanish sardine (Sardinella aurita)" (2012). Graduate Theses and Dissertations. https://scholarcommons.usf.edu/etd/4217 This Dissertation is brought to you for free and open access by the Graduate School at Scholar Commons. It has been accepted for inclusion in Graduate Theses and Dissertations by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. On the spatial and temporal variability of upwelling in the southern Caribbean Sea and its influence on the ecology of phytoplankton and of the Spanish sardine (Sardinella aurita) by Digna T. Rueda-Roa A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy College of Marine Science University of South Florida Major Professor: Frank E. Muller-Karger, Ph.D. Mark Luther, Ph.D. Ernst Peebles, Ph.D. David Hollander, Ph.D. Eduardo Klein, Ph.D. Jeremy Mendoza, Ph.D. -
Velocity Mapping in the Lower Congo River: a First Look at the Unique Bathymetry and Hydrodynamics of Bulu Reach, West Central Africa
Velocity Mapping in the Lower Congo River: A First Look at the Unique Bathymetry and Hydrodynamics of Bulu Reach, West Central Africa P.R. Jackson U.S. Geological Survey, Illinois Water Science Center, Urbana, IL, USA K.A. Oberg U.S. Geological Survey, Office of Surface Water, Urbana, IL, USA N. Gardiner American Museum of Natural History, New York, NY, USA J. Shelton U.S. Geological Survey, South Carolina Water Science Center, Columbia, SC, USA ABSTRACT: The lower Congo River is one of the deepest, most powerful, and most biologically diverse stretches of river on Earth. The river’s 270 m decent from Malebo Pool though the gorges of the Crystal Mountains to the Atlantic Ocean (498 km downstream) is riddled with rapids, cataracts, and deep pools. Much of the lower Congo is a mystery from a hydraulics perspective. However, this stretch of the river is a hotbed for biologists who are documenting evolution in action within the diverse, but isolated, fish popula- tions. Biologists theorize that isolation of fish populations within the lower Congo is due to barriers pre- sented by flow structure and bathymetry. To investigate this theory, scientists from the U.S. Geological Sur- vey and American Museum of Natural History teamed up with an expedition crew from National Geographic in 2008 to map flow velocity and bathymetry within target reaches in the lower Congo River using acoustic Doppler current profilers (ADCPs) and echo sounders. Simultaneous biological and water quality sampling was also completed. This paper presents some preliminary results from this expedition, specifically with re- gard to the velocity structure and bathymetry. -
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..................................................................................................