The Meridian Arc Measurement in Peru 1735 – 1745
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So, What Is Actually the Distance from the Equator to the Pole? – Overview of the Meridian Distance Approximations
the International Journal Volume 7 on Marine Navigation Number 2 http://www.transnav.eu and Safety of Sea Transportation June 2013 DOI: 10.12716/1001.07.02.14 So, What is Actually the Distance from the Equator to the Pole? – Overview of the Meridian Distance Approximations A. Weintrit Gdynia Maritime University, Gdynia, Poland ABSTRACT: In the paper the author presents overview of the meridian distance approximations. He would like to find the answer for the question what is actually the distance from the equator to the pole ‐ the polar distance. In spite of appearances this is not such a simple question. The problem of determining the polar distance is a great opportunity to demonstrate the multitude of possible solutions in common use. At the beginning of the paper the author discusses some approximations and a few exact expressions (infinite sums) to calculate perimeter and quadrant of an ellipse, he presents convenient measurement units of the distance on the surface of the Earth, existing methods for the solution of the great circle and great elliptic sailing, and in the end he analyses and compares geodetic formulas for the meridian arc length. 1 INTRODUCTION navigational receivers and navigational systems (ECDIS and ECS [Weintrit, 2009]) suggest the Unfortunately, from the early days of the necessity of a thorough examination, modification, development of the basic navigational software built verification and unification of the issue of sailing into satellite navigational receivers and later into calculations for navigational systems and receivers. electronic chart systems, it has been noted that for the The problem of determining the distance from the sake of simplicity and a number of other, often equator to the pole is a great opportunity to incomprehensible reasons, this navigational software demonstrate the multitude of possible solutions in is often based on the simple methods of limited common use. -
Vicious Circle”: Unscrambling A.-C
CORE Metadata, citation and similar papers at core.ac.uk Provided by Elsevier - Publisher Connector HISTORIA MATHEMATICA 15 t 19881, 228-239 Breaking a “Vicious Circle”: Unscrambling A.-C. Clairaut’s Iterative Method of 1743 JOHN L. GREENBERG Centre de Recherches Alexar~dre KoyrC, 12. rue Colherf. 75.002 Puris. FI.N~C.C In this paper 1 show how in 1743 A.-C. Clairaut applied an iterative method to calculate the ellipticity of an infinitesimally flattened, homogeneous ellipsoid of revolution in equilib- rium, taken to represent the earth. Clairaut did not make very clear what he was doing and, as a result, left certain readers in the dark. They could not understand the point of the calculation and erroneously thought that Clairaut was going around in circles. The paper ends with a discussion of Clairaut’s clarification of the calculation, published in 1760 in response to the criticisms of John Muller, and a brief comparison of Clairaut’s iterative method with the “Newton-Raphson Method.” 1 1988.4cademlc Pres\. Inc. Dans cet article je montre la methode d’approximation d’A.-C. Clairaut pour trouver I’ellipticite d’un ellipsoi’de homogene de revolution en equilibre dont l’ellipticitt est infinite- simale et qui reprtsente la terre. Certains lecteurs ont mal compris Clairaut. Ceux-ci ont cru Clairaut pris au piege dans un “cercle vicieux en logique.” Clairaut a repondu a son critique John Muller en 1760, et j’explique cette reponse. Mon article se termine par une breve comparaison de la methode de Clairaut et de celle dite “Newton-Raphson.” Cette com- paraison peut eclairer la cause du malentendu. -
From Lacaille to Gill and the Start of the Arc of the 30 Meridian
From LaCaille to Gill and the start of the Arc of the 30th Meridian Jim R. SMITH, United Kingdom Key words: LaCaille. Maclear. Gill. Meridian Arcs. 30th Arc. SUMMARY If one looks at a map of European arcs of meridian and parallel at the beginning of the 20th century there will be seen to be a plethora them. Turning to Africa there was the complete opposite. Other than the arcs of Eratosthenes (c 300 BC) and the short arcs by LaCaille (1752) and Maclear (1841-48) the continent was empty. It was in 1879 that David Gill had the idea for a Cape to Cairo meridian arc but 1954 before it was completed. This presentation summaries the work of LaCaille and Maclear and then concentrates on a description of the 30th Meridian Arc in East Africa. The only other comparable arcs at the time were that through the centre of India by Lambton and Everest observed between 1800 and 1843; the Struve arc of 1816 to 1852 and the various arcs in France during the 18th century. The usefulness of such arcs was highlighted in 2005 with the inscription by UNESCO of the Struve Geodetic Arc on the World Heritage Monument list. A practical extension to the Struve Arc Monument is the 30th Meridian Arc since there is a connection between the two. At an ICA Symposium in Cape Town, 2003, Lindsay Braun gave a presentation that detailed the political machinations of the history of the 30th Arc; here it is hoped to fill in other aspects of this work including some facts and figures since that is what surveyors thrive upon. -
Geodesy Methods Over Time
Geodesy methods over time GISC3325 - Lecture 4 Astronomic Latitude/Longitude • Given knowledge of the positions of an astronomic body e.g. Sun or Polaris and our time we can determine our location in terms of astronomic latitude and longitude. US Meridian Triangulation This map shows the first project undertaken by the founding Superintendent of the Survey of the Coast Ferdinand Hassler. Triangulation • Method of indirect measurement. • Angles measured at all nodes. • Scaled provided by one or more precisely measured base lines. • First attributed to Gemma Frisius in the 16th century in the Netherlands. Early surveying instruments Left is a Quadrant for angle measurements, below is how baseline lengths were measured. A non-spherical Earth • Willebrod Snell van Royen (Snellius) did the first triangulation project for the purpose of determining the radius of the earth from measurement of a meridian arc. • Snellius was also credited with the law of refraction and incidence in optics. • He also devised the solution of the resection problem. At point P observations are made to known points A, B and C. We solve for P. Jean Picard’s Meridian Arc • Measured meridian arc through Paris between Malvoisine and Amiens using triangulation network. • First to use a telescope with cross hairs as part of the quadrant. • Value obtained used by Newton to verify his law of gravitation. Ellipsoid Earth Model • On an expedition J.D. Cassini discovered that a one-second pendulum regulated at Paris needed to be shortened to regain a one-second oscillation. • Pendulum measurements are effected by gravity! Newton • Newton used measurements of Picard and Halley and the laws of gravitation to postulate a rotational ellipsoid as the equilibrium figure for a homogeneous, fluid, rotating Earth. -
Redalyc.The International Pendulum Project
Revista Electrónica de Investigación en Educación en Ciencias E-ISSN: 1850-6666 [email protected] Universidad Nacional del Centro de la Provincia de Buenos Aires Argentina Matthews, Michael R. The International Pendulum Project Revista Electrónica de Investigación en Educación en Ciencias, vol. 1, núm. 1, octubre, 2006, pp. 1-5 Universidad Nacional del Centro de la Provincia de Buenos Aires Buenos Aires, Argentina Available in: http://www.redalyc.org/articulo.oa?id=273320433002 How to cite Complete issue Scientific Information System More information about this article Network of Scientific Journals from Latin America, the Caribbean, Spain and Portugal Journal's homepage in redalyc.org Non-profit academic project, developed under the open access initiative Año 1 – Número 1 – Octubre de 2006 ISSN: en trámite The International Pendulum Project Michael R. Matthews [email protected] School of Education, University of New South Wales, Sydney 2052, Australia The Pendulum in Modern Science Galileo in his final great work, The Two New Sciences , written during the period of house arrest after the trial that, for many, marked the beginning of the Modern Age, wrote: We come now to the other questions, relating to pendulums, a subject which may appear to many exceedingly arid, especially to those philosophers who are continually occupied with the more profound questions of nature. Nevertheless, the problem is one which I do not scorn. I am encouraged by the example of Aristotle whom I admire especially because he did not fail to discuss every subject which he thought in any degree worthy of consideration. (Galileo 1638/1954, pp.94-95) This was the pendulum’s low-key introduction to the stage of modern science and modern society. -
The First Measurement of the Deflection of the Vertical in Longitude
Eur. Phys. J. H. DOI: 10.1140/epjh/e2014-40055-2 The first measurement of the deflection of the vertical in longitude The figure of the earth in the early 19th century Andreas Schrimpfa Philipps-Universit¨atMarburg, Fachbereich Physik, Renthof 5, D-35032 Marburg, Germany Abstract. During the summer of 1837 Christian Ludwig Gerling, a for- mer student of Carl Friedrich Gauß’s, organized the world wide first de- termination of the deflection of the vertical in longitude. From a mobile observatory at the Frauenberg near Marburg (Hesse) he measured the astronomical longitude difference between C.F. Gauß’s observatory at G¨ottingenand F.G.B. Nicolai's observatory at Mannheim within an er- ror of 000: 4. To achieve this precision he first used a series of light signals for synchronizing the observatory clocks and, second, he very carefully corrected for the varying reaction time of the observers. By comparing these astronomical results with the geodetic{determined longitude dif- ferences he had recently measured for the triangulation of Kurhessen, he was able to extract a combined value of the deflection of the vertical in longitude of G¨ottingenand Mannheim. His results closely agree with modern vertical deflection data. 1 Introduction The discussion about the figure of the earth and its determination was an open ques- tion for almost two thousand years, the sciences involved were geodesy, geography and astronomy. Without precise instruments the everyday experience suggested a flat, plane world, although ideas of a spherically shaped earth were known and ac- cepted even in the ancient world. Assuming that the easily observable daily motion of the stars is due to the rotation of the earth, the rotational axis can be used to define a celestial sphere; a coordinate system, where the stars' position is given by two angles. -
The Tsunami in Cadiz on November 1St, 1755: a Critical Analysis of Reports by Antonio De Ulloa and by Louis Godin
The Tsunami in Cadiz on November 1 st , 1755: A Critical Analysis of Reports by Antonio de Ulloa and by Louis Godin. Paul-Louis Blanc Institut de Radioprotection et de Sûreté Nucléaire, B.P. 17, 92262 Fontenay aux roses Cedex, France. Telephone: (33) [0]1 58 35 71 88 Facsimile/ Fax: (33) [0]1 46 57 62 58 E-mail: [email protected] Abstract On the morning of November 1 st , 1755, the town of Lisbon was ruined by an earthquake, supplemented by a tsunami, inundating the lower town and harbour, and by a fire, lit by houses collapsing on kitchen fires, which raged for one week. At variance with Lisbon, the Spanish harbour-town of Cadiz was considered as miraculously saved, despite the fears reported in the descriptions: "the sea-flood raised fears that the town might be submerged." A classical estimate for the height of the tsunami wave there is 18 m. The study of a restricted selection of primary documentary sources, demonstrates that the tsunami was much weaker. It is difficult to assess how the now classical records have been altered with reference to the original letters, but one of the reasons is that the secretaries of the scientific institutions only used to put in the print abridged, or worse, synthesized versions of the communications from members. The average ground level in Cadiz is 11 m above mean sea-level. If the wave set-up had been about 19m, the engulfment of Cadiz would have left its name to the November 1 st , 1755, earthquake and tsunami, rather than the destruction of Lisbon. -
The Maritime Voyage of Jorge Juan to the Viceroyalty of Peru (1735-1746)
The Maritime Voyage of Jorge Juan to the Viceroyalty of Peru (1735-1746) Enrique Martínez-García — Federal Reserve Bank of Dallas* María Teresa Martínez-García — Kansas University** Translated into English (August 2012) One of the most famous scientific expeditions of the Enlightenment was carried out by a colorful group of French and Spanish scientists—including the new Spanish Navy lieutenants D. Jorge Juan y Santacilia (Novelda 1713-Madrid 1773) and D. Antonio de Ulloa y de la Torre-Giralt (Seville 1716-Isla de León 1795)—at the Royal Audience of Quito in the Viceroyalty of Peru between 1736 and 1744. There, the expedition conducted geodesic and astronomical observations to calculate a meridian arc associated with a degree in the Equator and to determine the shape of the Earth. The Royal Academy of Sciences of Paris, immersed in the debate between Cartesians (according to whom the earth was a spheroid elongated along the axis of rotation (as a "melon")) and Newtonians (for whom it was a spheroid flattened at the poles (as a "watermelon")), decided to resolve this dispute by comparing an arc measured near the Equator (in the Viceroyalty of Peru, present-day Ecuador) with another measured near the North Pole (in Lapland). The expedition to the Equator, which is the one that concerns us in this note, was led by Louis Godin (1704-1760), while Pierre Louis Moreau de Maupertuis (1698-1759) headed the expedition to Lapland. The knowledge of the shape and size of the Earth had great importance for the improvement of cartographic, geographic, and navigation techniques during that time. -
Advisory Circular
AC 4302B DATE 10/16/80 ADVISORY CIRCULAR DEPAl<TI\IEST OF TiL4SSPOlCTATiON Federal Aviation Administration Washington, D.C. .Srr bjecrt : MINIMUMMOmY FDR CLIEMTIONAND TEST OFAIMOS~RIC PRESSUPEINSTRUMENTS 1. PURPOSE. This advisory circular (AC) provides guidance material &ich may be used to determine the adequacy of barometers used in the calibration of aircraft static instruments. It explains barometric accuracy requirements and provides general information pertaining to altitude and atmospheric pressure rneasursnent Additional information concerning the general operation, calibration, and Wntenance of barmeters is presented. 20 CANCEIILATION. AC 43.2A, Minimum Barametry for Calibration and Test of Atmospheric Pressure Instruments, dated August 22, 1974, is cancelled. 3 BACKGROUND.'Ihe Federal Aviation Administration (FAA) has long recognized the direct relation that exists between altimeter accuracy and the efficiency with which the available airspace can be utilized. Accurate altimetry contributes to collision avoidance and terrain clearance. To improve safety in this area, the agency adopted rules prescribing periodic tests of aircraft altimeter systems. Following is a general discussion of each of the major areas of barometry &ich concern persons using barameters in aviation. 4 RASIC PEFERENCE. The National Bureau of Standards of the Department of Cknerce published Monograph 8 entitled "kkrcury Barometers and Emcxneters." This excellent publication ms prepared to fill the need of manufacturers and use& of barometers for information &ich was scattered through the literature and, in some cases, ws unpublished. 'Ihe definitions and terminology used in the mnograph will be used in this AC. kbnograph 8 describes the variety of design elements &ich are critical in obtaining precision and accuracy from these instruments. -
Mercury Barometers and Manometers
NBS MONOGRAPH 8 Mercuiy Barometers and Manometers U.S. DEPARTMENT OF COMMERCE NATIONAL BUREAU OF STANDARDS THE NATIONAL BUREAU OF STANDARDS Functions and Activities The functions of the National Bureau of Standards are set forth in the Act of Congress, March 3, 1901, as amended by Congress in Public Law 619, 1950. These include the development and maintenance of the national standards of measurement and the provision of means and methods for making measurements consistent with these standards; the determination of physical constants and properties of materials; the development of methods and instruments for testing materials, devices, and structures; advisory services to government agencies on scientific and technical problems; in- vention and development of devices to serve special needs of the Government; and the development of standard practices, codes, and specifications. The work includes basic and applied research, development, engineering, instrumentation, testing, evaluation, calibration services, and various consultation and information services. Research projects are also performed for other government agencies when the work relates to and supplements the basic program of the Bureau or when the Bureau's unique competence is required. The scope of activities is suggested by the listing of divisions and sections on the inside of the back cover. Publications The results of the Bureau's work take the form of either actual equipment and devices or pub- lished papers. These papers appear either in the Bureau's own series of publications or in the journals of professional and scientific societies. The Bureau itself publishes three periodicals available from the Government Printing Office: The Journal of Research, published in four separate sections, presents complete scientific and technical papers; the Technical News Bulletin presents summary and pre- liminary reports on work in progress; and Basic Radio Propagation Predictions provides data for determining the best frequencies to use for radio communications throughout the world. -
MODULE 11: GLOSSARY and CONVERSIONS Cell Engines
Hydrogen Fuel MODULE 11: GLOSSARY AND CONVERSIONS Cell Engines CONTENTS 11.1 GLOSSARY.......................................................................................................... 11-1 11.2 MEASUREMENT SYSTEMS .................................................................................. 11-31 11.3 CONVERSION TABLE .......................................................................................... 11-33 Hydrogen Fuel Cell Engines and Related Technologies: Rev 0, December 2001 Hydrogen Fuel MODULE 11: GLOSSARY AND CONVERSIONS Cell Engines OBJECTIVES This module is for reference only. Hydrogen Fuel Cell Engines and Related Technologies: Rev 0, December 2001 PAGE 11-1 Hydrogen Fuel Cell Engines MODULE 11: GLOSSARY AND CONVERSIONS 11.1 Glossary This glossary covers words, phrases, and acronyms that are used with fuel cell engines and hydrogen fueled vehicles. Some words may have different meanings when used in other contexts. There are variations in the use of periods and capitalization for abbrevia- tions, acronyms and standard measures. The terms in this glossary are pre- sented without periods. ABNORMAL COMBUSTION – Combustion in which knock, pre-ignition, run- on or surface ignition occurs; combustion that does not proceed in the nor- mal way (where the flame front is initiated by the spark and proceeds throughout the combustion chamber smoothly and without detonation). ABSOLUTE PRESSURE – Pressure shown on the pressure gauge plus at- mospheric pressure (psia). At sea level atmospheric pressure is 14.7 psia. Use absolute pressure in compressor calculations and when using the ideal gas law. See also psi and psig. ABSOLUTE TEMPERATURE – Temperature scale with absolute zero as the zero of the scale. In standard, the absolute temperature is the temperature in ºF plus 460, or in metric it is the temperature in ºC plus 273. Absolute zero is referred to as Rankine or r, and in metric as Kelvin or K. -
Great Elliptic Arc Distance1
GREAT ELLIPTIC ARC DISTANCE1 R. E. Deakin School of Mathematical & Geospatial Sciences, RMIT University, GPO Box 2476V, MELBOURNE VIC 3001, AUSTRALIA email: [email protected] January 2012 ABSTRACT These notes provide a detailed derivation of series formula for (i) Meridian distance M as a function of latitude φ and the ellipsoid constant eccentricity-squared e2, and φ and the ellipsoid constant third flattening n; (ii) Rectifying latitude µ as functions of φ,e2 and φ,n; and (iii) latitude φ as functions of µ,e2 and µ,n These series can then be used in solving the direct and inverse problems on the ellipsoid (using great elliptic arcs) and are easily obtained using the Computer Algebra System Maxima. In addition, a detailed derivation of the equation for the great elliptic arc on an ellipsoid is provided as well as defining the azimuth and the vertex of a great elliptic. And to assist in the solution of the direct and inverse problems the auxiliary sphere is introduced and equations developed. INTRODUCTION In geodesy, the great elliptic arc between P1 and P2 on the ellipsoid is the curve created by intersecting the ellipsoid with the plane containing P1 , P2 and O (the centre of the ellipsoid) and these planes are great elliptic planes or sections. Figure 1 shows P on the great elliptic arc between P1 and P2 . P is the geocentric latitude of P and P is the longitude of P. There are an infinite number of planes that cut the surface of the ellipsoid and contain the chord PP12 but only one of these will contain the centre O.