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31 July, 2010

History of Tidal Analysis and Prediction

Old wooden real-time tide gauge at Fort Hamilton, NY,

Early example of a "real-time" tide gauge. Mechanical tide gauges were first used in the United States in the 1850s. This old wooden station, used in 1897 at Fort Hamilton, New York, is one of the earliest examples of a real-time, tide-measuring device. When entering or leaving the port, mariners would view this station through binoculars. The pointer indicates the present level of the water while the vertical arrow indicates whether the tide is rising or falling.

People who live in coastal areas or who look to the sea for their livelihood have been observing the tides and tidal currents for many years. They have used their observations and practical knowledge in a variety of ways to their advantage. For example, it has aided them in timing the sailing of ships to and from port. It has also aided them in maintaining aquaculture and fishery activities in the inter-tidal zone near their shores.

A more theoretical study of tidal phenomena was undertake by notable people from the past. The work of the people highlighted here has formed the basis of present-day tidal analysis and prediction as practiced in the National Ocean Service.

Sir William Thomson (Lord Kelvin) devised the method of reduction of tides by harmonic analysis about the year 1867. The principle upon which the system is based, which is that any periodic motion or oscillation can always be resolved into the sum of a series of simple harmonic motions, is said to have been discovered by Eudoxas as early as 356 B.C., when he explained the apparently irregular motions of the planets by combinations of uniform circular motions. In the early part of the nineteenth century Laplace recognized the existence of partial tides that might be expressed by the cosine of an angle increasing uniformly with the time, and also applied the essential principles of the harmonic analysis to the reduction of high and low waters. Dr. Thomas Young suggested the importance of observing and analyzing the entire tidal curve rather than the high and low waters only. Sir George B. Airy also had an important part in laying the foundation for the harmonic analysis of the tides. To Sir William Thomson, however, we may give the credit for having placed the analysis on a practical basis.

In 1867 the British Association for the Advancement of Science appointed a committee for the purpose of promoting the extension, improvement, and harmonic analysis of tidal observations. The report on the subject was prepared by Sir William Thomson and was published in the Report of the British Association for the Advancement of Science in 1868. Supplementary reports were made from time to time by the tidal committee and published in subsequent reports of the British association. A few years later a committee, consisting of Professors G. H. Darwin and J. C. Adams, drew up a very full report on the subject, which was published in the Report of the British Association for the Advancement of Science in 1883.

Among the American mathematicians who have had an important part in the development of this subject may be named Professor William Ferrel and Dr. Rollin A. Harris, both of whom were associated with the U.S. Coast and Geodetic Survey. The Tidal Researches, by Professor Ferrel, was published in 1874, and additional articles on the harmonic analysis by the same author appeared from time to time in the annual reports of the Superintendent of the Coast and Geodetic Survey. The best known work of Dr. Harris is his Manual of Tides, which was published in several parts as appendices to the annual reports of the Superintendent of the Coast and Geodetic Survey. The subject of the harmonic analysis was treated principally in Part II of the Manual which appeared in 1897.

The methods for the prediction of the tides may be classified as harmonic and nonharmonic. By the harmonic method the elementary constituent tides, represented by harmonic constants, are combined in to a composite tide. By the nonharmonic method the predictions are made by applying to the times of the moon's transits and to the mean height of the tide systems of differences to take account of average conditions and various inequalities due to changes in the phase of the moon and in the declination and parallax of the moon and sun.

Up to and including the year 1884, all tide predictions for the tide tables were computed by means of auxiliary tables and curves constructed from the results of tide observations at the different ports. From 1885 to 1911, inclusively, the predictions were generally made by means of the Ferrel Tide-Predicting machine. From 1912 to 1965, inclusively, they were made by means of the Coast and Geodetic Survey Tide-Predicting Machine No. 2. Without the use of a tide- predicting machine the harmonic method would involve too much labor to be of practical service, but with such a machine the harmonic method has many advantages over the nonharmonic systems.

Predicting machines were superseded in 1966 by the advent of digital electronic computers. Initially these computers were of the large main-frame type. In the late 1980s main-frames were replaced by the growing sophistication of desktop computers. These are now used exclusively by the National Ocean Service in making predictions for the standard ports of this country and at other locations where sufficient observational data exists

theodolite

Zeiss automatic theodolite


Manufactured by Carl Zeiss, W. Germany.
Serial No.9900623

An Automatic theodolite which measured and displayed distance, horizontal bearing and vertical angle.


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Wild DI3 distance meter


Wild Heerbrugg Switzerland
Serial No. 32181

The DI 3 was designed to be mounted on the tripod with the theodolite. The control unit fitted on the tripod, the theodolite on top of the control unit, the sending/receiving unit on the theodolite and the battery on one of the tripod legs.

The unit was more portable than the DI 10 which it replaced in the mid l970's. A built-in facility provided the ability to reduce distances for slope.

Courtesy of Sokkia.


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Theodolite


Troughton and Simms
Serial No. 759

A Vernier theodolite direct reading to 30 seconds. This instrument has had extensive use and is in poor condition with bent vertical standard. The telescope has a fitting to allow the attachment of an auxillary telescope to allow steep or vertical sights to be made.

The auxiliary telescope is marked Saeg Muller's Pat. May 8, l981

An auxiliary telescope with bubble attached and provision for a vertical circle (currently missing). The auxiliary telescope attaches to the main telescope of the theodolite at item 62 and enables observations of vertical (zenith or nadir) or near vertical lines which could not be observed through the normal telescope. Mostly used in mining surveys.


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Auto Reduction Tacheometer


Cooke, Troughton and Simms, Ltd.
Serial No. 17846
University of Melbourne No. 6655

A Vernier theodolite specifically designed for tachometric survey. Pointers in telescope move automatically with changes in the vertical angle of the telescope, to give direct reduction for height and distance.


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Protractor


Negretti and Lambra, London.

An eight inch brass protractor with two vernier arms graduated for direct reading to 20 seconds of arc. A clamp and slow motion screw is provided for reading of the scale. Arms extend to 12 inches for precision of plotting and an etched glass centre is provided for positioning.


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Portable Transit Instrument


Troughton & Simms, London
Serial No. SG0 102

Six inch circle direct reading to 30 seconds.

Can be reversed in Y's, face right and face left.

This instrument is normally set in the plane of the Meridian for observing star transits, for time and longitude determination. The use of a striding level for the horizontal axis is essential.


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T4 Astronomical Theodolite


Manufactured by Wild Heerbrugg Switzerland
Serial No. 22675
University of Melbourne No.24560
Mounted on Tripod in Hallway.

This instrument was first produced in 1941. It is specially designed for precise astronomical observations. The image formed by the telescope is viewed through one end of the trunion (horizontal) axis. Readings of both the horizontal and vertical circles are made with an optical coincidence micrometer giving the mean of the readings on each side of the circle. Horizontal circle is 10 inches giving direct reading to 0.1 second of arc and the vertical circle is 3.5 inches reading direct to 1 second of arc.


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Theodolite



Troughton and Simms
Serial No. 804
Circa 1880.

A four screw theodolite, typical of many of its era. This instrument has had comparatively little use and could be restored to excellent condition. This represents the type of theodolite which gradually replaced the circumferenter compass for cadastral surveys in Victoria. In 1873 regulations were issued which required that surveyors must use a theodolite for these surveys.

This is a transit theodolite i.e. the telescope could be rotated to point either forward or backwards.

When properly levelled the basic function of a theodolite is to measure horizontal and vertical angles. It also has the ability to extend a straight line by transiting the telescope and to line in intermediate points along a line.


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Theodolite (T2)


WILD T2
Serial No. 2023

The Wild T2 theodolite has been a standard instrument for precision surveys, including geodetic surveys, over many years. This is a rare example of the Wild T2 as, it is one of the first of that model and one the first theodolites to have a glass circle. This instrument needs cleaning as one of the vertical axes is jammed, possible with old lubricant. The instrument is circa 1927.


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