Ocean Waves and Swell
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. -
Intracratonic Asthenosphere Upwelling and Lithosphere Rejuvenation
Earth and Planetary Science Letters 260 (2007) 482–494 www.elsevier.com/locate/epsl Intracratonic asthenosphere upwelling and lithosphere rejuvenation beneath the Hoggar swell (Algeria): Evidence from HIMU metasomatised lherzolite mantle xenoliths ⁎ L. Beccaluva a, , A. Azzouni-Sekkal b, A. Benhallou c, G. Bianchini a, R.M. Ellam d, M. Marzola a, F. Siena a, F.M. Stuart d a Dipartimento di Scienze della Terra, Università di Ferrara, Italy b Faculté des Sciences de la Terre, Géographie et Aménagement du Territoire, Université des Sciences et Technologie Houari Boumédienne, Alger, Algeria c CRAAG (Centre de Recherche en Astronomie, Astrophysique et Géophysique), Alger, Algeria d Isotope Geoscience Unit, Scottish Universities Environmental Research Centre, East Kilbride, UK Received 7 March 2007; received in revised form 23 May 2007; accepted 24 May 2007 Available online 2 June 2007 Editor: R.W. Carlson Abstract The mantle xenoliths included in Quaternary alkaline volcanics from the Manzaz-district (Central Hoggar) are proto-granular, anhydrous spinel lherzolites. Major and trace element analyses on bulk rocks and constituent mineral phases show that the primary compositions are widely overprinted by metasomatic processes. Trace element modelling of the metasomatised clinopyroxenes allows the inference that the metasomatic agents that enriched the lithospheric mantle were highly alkaline carbonate-rich melts such as nephelinites/melilitites (or as extreme silico-carbonatites). These metasomatic agents were characterized by a clear HIMU Sr–Nd–Pb isotopic signature, whereas there is no evidence of EM1 components recorded by the Hoggar Oligocene tholeiitic basalts. This can be interpreted as being due to replacement of the older cratonic lithospheric mantle, from which tholeiites generated, by asthenospheric upwelling dominated by the presence of an HIMU signature. -
Global Ship Accidents and Ocean Swell-Related Sea States
Nat. Hazards Earth Syst. Sci. Discuss., doi:10.5194/nhess-2017-142, 2017 Manuscript under review for journal Nat. Hazards Earth Syst. Sci. Discussion started: 26 April 2017 c Author(s) 2017. CC-BY 3.0 License. Global ship accidents and ocean swell-related sea states Zhiwei Zhang1, 2, Xiao-Ming Li2, 3 1 College of Geography and Environment, Shandong Normal University, Jinan, China 2 Key Laboratory of Digital Earth Science, Institute of Remote Sensing and Digital Earth, Chinese Academy of Sciences, 5 Beijing, China 3 Hainan Key Laboratory of Earth Observation, Sanya, China Correspondence to: X.-M. Li (E-mail: [email protected]) Abstract. With the increased frequency of shipping activities, navigation safety has become a major concern, especially when economic losses, human casualties and environmental issues are considered. As a contributing factor, sea state conditions play 10 a significant role in shipping safety. However, the types of dangerous sea states that trigger serious shipping accidents are not well understood. To address this issue, we analyzed the sea state characteristics during ship accidents that occurred in poor weather or heavy seas based on a ten-year ship accident dataset. The sea state parameters, including the significant wave height, the mean wave period and the mean wave direction, obtained from numerical wave model data were analyzed for selected ship accidents. The results indicated that complex sea states with the co-occurrence of wind sea and swell conditions represent 15 threats to sailing vessels, especially when these conditions include close wave periods and oblique wave directions. 1 Introduction The shipping industry delivers 90% of all world trade (IMO, 2011). -
Analysis of Hydrometeorological Conditions in the South Baltic Sea During the Stormy Weather O N 2 7 Th November, 2016
ZESZYTY NAUKOWE AKADEMII MARYNARKI WOJENNEJ SCIENTIFIC JOURNAL OF POLISH NAVAL ACADEMY 2017 (LVIII) 2 (209) DOI: 10.5604/01.3001.0010.4062 Czesław Dyrcz ANALYSIS OF HYDROMETEOROLOGICAL CONDITIONS IN THE SOUTH BALTIC SEA DURING THE STORMY WEATHER O N 2 7 TH NOVEMBER, 2016 ABSTRACT The paper presents results of research concerning hydrological and meteorological conditions during the stormy weather on 27th November, 2016 in the South Baltic Sea and over the Polish coast. The wind which occurred the South Baltic Sea at that time reached the force of 7 Beaufort degree and in gusts 8 to 9 Beaufort degree. The south part of the Baltic Sea was affected by the low pressure system (981 hPa) which the centre was situated in South Finland and Northwest Russia. Some destroys were observed on the Polish coast line and in ports of the Gdansk Bay. The analysis is concerned on the wind force, the wind direction, the atmospheric pressure and the sea water level in some places of the Polish coast line and especially in the Gdansk Bay. Key words: sea water level, weather conditions, the South Baltic Sea. INTRODUCTION Occurrence of strong winds in the area of the Baltic Sea and on the Polish coast is related mainly with active cyclones. This means that the strong winds zone is of the synoptic scale, i.e. it extends in an area of over 500 NM across and it lasts for a few days. Storms cause serious difficulties or they are even threats to safety of sea navigation and work in harbors. They often destroy hydrotechnical devices and coast facilities. -
Waves and Weather
Waves and Weather 1. Where do waves come from? 2. What storms produce good surfing waves? 3. Where do these storms frequently form? 4. Where are the good areas for receiving swells? Where do waves come from? ==> Wind! Any two fluids (with different density) moving at different speeds can produce waves. In our case, air is one fluid and the water is the other. • Start with perfectly glassy conditions (no waves) and no wind. • As wind starts, will first get very small capillary waves (ripples). • Once ripples form, now wind can push against the surface and waves can grow faster. Within Wave Source Region: - all wavelengths and heights mixed together - looks like washing machine ("Victory at Sea") But this is what we want our surfing waves to look like: How do we get from this To this ???? DISPERSION !! In deep water, wave speed (celerity) c= gT/2π Long period waves travel faster. Short period waves travel slower Waves begin to separate as they move away from generation area ===> This is Dispersion How Big Will the Waves Get? Height and Period of waves depends primarily on: - Wind speed - Duration (how long the wind blows over the waves) - Fetch (distance that wind blows over the waves) "SMB" Tables How Big Will the Waves Get? Assume Duration = 24 hours Fetch Length = 500 miles Significant Significant Wind Speed Wave Height Wave Period 10 mph 2 ft 3.5 sec 20 mph 6 ft 5.5 sec 30 mph 12 ft 7.5 sec 40 mph 19 ft 10.0 sec 50 mph 27 ft 11.5 sec 60 mph 35 ft 13.0 sec Wave height will decay as waves move away from source region!!! Map of Mean Wind -
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. -
Proceedings: Twentieth Annual Gulf of Mexico Information Transfer Meeting
OCS Study MMS 2001-082 Proceedings: Twentieth Annual Gulf of Mexico Information Transfer Meeting December 2000 U.S. Department of the Interior Minerals Management Service Gulf of Mexico OCS Region OCS Study MMS 2001-082 Proceedings: Twentieth Annual Gulf of Mexico Information Transfer Meeting December 2000 Editors Melanie McKay Copy Editor Judith Nides Production Editor Debra Vigil Editor Prepared under MMS Contract 1435-00-01-CA-31060 by University of New Orleans Office of Conference Services New Orleans, Louisiana 70814 Published by New Orleans U.S. Department of the Interior Minerals Management Service October 2001 Gulf of Mexico OCS Region iii DISCLAIMER This report was prepared under contract between the Minerals Management Service (MMS) and the University of New Orleans, Office of Conference Services. This report has been technically reviewed by the MMS and approved for publication. Approval does not signify that contents necessarily reflect the views and policies of the Service, nor does mention of trade names or commercial products constitute endorsement or recommendation for use. It is, however, exempt from review and compliance with MMS editorial standards. REPORT AVAILABILITY Extra copies of this report may be obtained from the Public Information Office (Mail Stop 5034) at the following address: U.S. Department of the Interior Minerals Management Service Gulf of Mexico OCS Region Public Information Office (MS 5034) 1201 Elmwood Park Boulevard New Orleans, Louisiana 70123-2394 Telephone Numbers: (504) 736-2519 1-800-200-GULF CITATION This study should be cited as: McKay, M., J. Nides, and D. Vigil, eds. 2001. Proceedings: Twentieth annual Gulf of Mexico information transfer meeting, December 2000. -
Extreme Sea Levels at Selected Stations on the Baltic Sea Coast*
doi:10.5697/oc.56-2.259 Extreme sea levels at OCEANOLOGIA, 56 (2), 2014. selected stations on the pp. 259–290. C Copyright by Baltic Sea coast* Polish Academy of Sciences, Institute of Oceanology, 2014. KEYWORDS Baltic Sea Extreme sea levels Storm surges and falls Tomasz Wolski1,⋆, Bernard Wiśniewski2 Andrzej Giza1, Halina Kowalewska-Kalkowska1 Hanna Boman3, Silve Grabbi-Kaiv4 Thomas Hammarklint5, Jurgen¨ Holfort6 Zydruneˇ Lydeikaite˙ 7 1 University of Szczecin, Faculty of Geosciences, al. Wojska Polskiego 107/109, 70–483 Szczecin, Poland; e-mail: [email protected] ⋆corresponding author 2 Maritime University of Szczecin, Faculty of Navigation, Wały Chrobrego 1–2, 70–500 Szczecin, Poland 3 Finnish Meteorological Institute, Erik Palm´enin aukio 1, FI–00101 Helsinki, Finland 4 Estonian Meteorological and Hydrological Institute, Toompuiestee 24, 10149 Tallinn, Estonia 5 Swedish Meteorological and Hydrological Institute, Sven K¨allfelts Gata 15, 42471 G¨oteborg, Sweden 6 Bundesamt f¨ur Seeschifffahrt und Hydrographie, Neptunallee 5, 18057 Rostock, Germany 7 Environmental Protection Agency, Taikos pr. 26, LT–91149, Klaipeda, Lithuania Received 25 October 2013, revised 6 February 2014, accepted 11 February 2014. * This work was financed by the Polish National Centre for Science research project No. 2011/01/B/ST10/06470. The complete text of the paper is available at http://www.iopan.gda.pl/oceanologia/ 260 T. Wolski, B. Wiśniewski, A. Giza et al. Abstract The purpose of this article is to analyse and describe the extreme characteristics of the water levels and illustrate them as the topography of the sea surface along the whole Baltic Sea coast. The general pattern is to show the maxima and minima of Baltic Sea water levels and the extent of their variations in the period from 1960 to 2010.