Sea Level Measurement <strong>and</strong> Interpretati<strong>on</strong>APPENDIX I.GLOSS Requirements for Tide Gauges(update from the third editi<strong>on</strong> of the manual)The aim of any tide gauge recording should be to operatea gauge which is accurate to better than 1 cm atall times; i.e. in all c<strong>on</strong>diti<strong>on</strong>s of tide, waves, currents,weather etc. This requires dedicated attenti<strong>on</strong> to gaugemaintenance <strong>and</strong> data quality c<strong>on</strong>trol. In brief, the majorrequirements for GLOSS stati<strong>on</strong>s are (IOC, 1997):• A sampling of <strong>sea</strong> <strong>level</strong>, averaged over a period l<strong>on</strong>genough to avoid aliasing from waves, at intervals oftypically 6 or 15 minutes, or even 1 minute or less ifthe instrument is to be used also for tsunami warning(IOC 1997 states: ‘but in all circumstances theminimum sampling interval should be <strong>on</strong>e hour’,which these days is an insufficient sampling formost agencies);• Gauge timing be compatible with <strong>level</strong> accuracy,which means a timing accuracy better than <strong>on</strong>eminute (<strong>and</strong> in practice, to sec<strong>on</strong>ds or better, withelectr<strong>on</strong>ic gauges);• Measurements must be made relative to a fixed <strong>and</strong>permanent local tide gauge bench mark (TGBM).This should be c<strong>on</strong>nected to a number of auxiliarymarks to guard against its movement or destructi<strong>on</strong>.C<strong>on</strong>necti<strong>on</strong>s between the TGBM <strong>and</strong> thegauge zero should be made to an accuracy of a fewmillimetres at regular intervals (e.g. annually);• GLOSS gauges to be used for studies of l<strong>on</strong>g termtrends, ocean circulati<strong>on</strong> <strong>and</strong> altimeter calibrati<strong>on</strong>need to be equipped with GPS receivers (<strong>and</strong>m<strong>on</strong>itored possible by other geodetic techniques)located as close to the gauge as possible;• The readings of individual <strong>sea</strong> <strong>level</strong>s should bemade with a target accuracy of 10 mm;• Gauge sites should, if possible, be equipped forrecording tsunami signals, implying that the site beequipped with a pressure sensor capable of 15-sec<strong>on</strong>dsor 1-minute sampling frequency, <strong>and</strong> possiblyfor recording wave c<strong>on</strong>diti<strong>on</strong>s, implying 1-sec<strong>on</strong>dsampling frequency;• Gauge sites should be also equipped for automaticdata transmissi<strong>on</strong> to data centres by means of satellite,Internet etc., in additi<strong>on</strong> to recording datalocally <strong>on</strong> site;• Sea <strong>level</strong> <strong>measurement</strong>s should be accompanied byobservati<strong>on</strong>s of atmospheric pressure, <strong>and</strong> if possiblewinds <strong>and</strong> other envir<strong>on</strong>mental parameters,which are of direct relevance to the <strong>sea</strong> <strong>level</strong> dataanalysis.Regular (e.g. daily) inspecti<strong>on</strong> of data will informoperators when a gauge is malfuncti<strong>on</strong>ing, <strong>and</strong>lead to overall better l<strong>on</strong>g-term data sets. Datafrom gauges in polar or other remote locati<strong>on</strong>s willinevitably be inspected less frequently, unless satellitedata transmissi<strong>on</strong> can be installed. Similarly, datafrom the relatively few gauges recording <strong>on</strong>ly <strong>on</strong>paper charts will be slow to reach centres for qualityc<strong>on</strong>trol; these must be c<strong>on</strong>sidered priorities forupgrading to meet modern st<strong>and</strong>ards.Operators of gauges must always be aware of possiblesystematic jumps in <strong>sea</strong> <strong>level</strong> time-series when<strong>on</strong>e form of recording is replaced by a ‘better’<strong>on</strong>e. All gauges have systematic errors, but thoseerrors will be irrelevant for time-series work if thesame technique is used throughout. New-technologygauges are, by definiti<strong>on</strong>, less well understoodthan old <strong>on</strong>es, <strong>and</strong> they must always be operatedal<strong>on</strong>gside the older <strong>on</strong>es until sufficient experiencehas been acquired.52IOC <str<strong>on</strong>g>Manual</str<strong>on</strong>g>s <strong>and</strong> Guides No 14 vol IV
Sea Level Measurement <strong>and</strong> Interpretati<strong>on</strong>APPENDIX II.Previous volumes of the IOC <str<strong>on</strong>g>Manual</str<strong>on</strong>g><strong>on</strong> Sea Level Measurement <strong>and</strong> Interpretati<strong>on</strong>Any reader of the present Volume of the IOC <str<strong>on</strong>g>Manual</str<strong>on</strong>g> would do well to also read Volumes 1, 2 <strong>and</strong> 3. They werepublished some years ago (in 1985, 1994 <strong>and</strong> 2000, respectively), but do c<strong>on</strong>tain secti<strong>on</strong>s that are still of interest.The c<strong>on</strong>tents of Volume 3 are shown below. Copies of the three earlier volumes can be downloaded from www.pol.ac.uk/psmsl/manualsTable of C<strong>on</strong>tents of <str<strong>on</strong>g>Manual</str<strong>on</strong>g> <strong>on</strong> Sea Level Measurement <strong>and</strong> Interpretati<strong>on</strong>, v. III: Reappraisals <strong>and</strong> recommendati<strong>on</strong>sas of the year 2000, IOC. <str<strong>on</strong>g>Manual</str<strong>on</strong>g>s <strong>and</strong> guides; 141. Introducti<strong>on</strong>1.1 Historical Background1.2 Tide Gauges1.3 GLOSS Requirements1.4 Layout of Volume 32. Tide Gauge Technologies2.1 Acoustic Tide Gauges2.1.1 Acoustic Gauges with Sounding Tubes2.1.1.1 The NOAA NGWLMS System2.1.1.2 The Australian SEAFRAME System2.1.1.3 Other Users of Acoustic Sounding Tube Gauges <strong>and</strong> Calibrati<strong>on</strong> Comments2.1.1.4 Similar Hardware Available2.1.2 Acoustic Gauges in the Open Air2.1.2.1 Experience in Spain2.1.2.2 Experience in South Africa2.2 Pressure Sensor Tide Gauges2.2.1 Single Transducer Systems2.2.1.1 The Datum of a Single Transducer Pressure System2.2.2 Multiple Pressure Transducer Systems (‘B’ Gauges)2.2.3 Pressure Transducers in Stilling Wells2.2.4 Bubbler Pressure Gauges2.2.5 Bottom Mounted Pressure Gauges2.3 Float Gauges in Stilling Wells2.4 Radar Tide Gauges <strong>and</strong> Other New Technologies2.5 General Principles of Choice of a Tide Gauge Site2.6 Comments <strong>on</strong> Desirable Recording Frequency2.7 Synthesis of the Merits of Different Technologies <strong>and</strong> Recommendati<strong>on</strong>s3. Data Transmissi<strong>on</strong> Methods3.1 Introducti<strong>on</strong>3.2 Satellite <strong>and</strong> Global Mobile Ph<strong>on</strong>e Data Links3.3 Packages Available within GLOSSIOC <str<strong>on</strong>g>Manual</str<strong>on</strong>g>s <strong>and</strong> Guides No 14 vol IV53