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Practical astronomy, a textbook for engineering schools and a manual of field methods PDF

303 Pages·1925·12.171 MB·English
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Frontispiece Observation onPolarisforAzimuth PRACTICAL ASTRONOMY A TEXTBOOK FOR ENGINEERING SCHOOLS AND A MANUAL OF FIELD METHODS BY GEORGE HQSMER L. AssociateProfessorofGeodesy,MassachusettsInstituteofTechnology THIRD EDITION NEW YORK * JOHN WILEY & SONS, INC. LONDON: CHAPMAN & HALL, LIMITED TA-5C1 CCflPYRIGHT, 1910, 1917 AND 1925 BY GEORGE HOSMER L. PREFACE THE purpose of this volume is to furnish a text in Practical Astronomy especially adapted to the needs of civil-engineering students who can devote but little time to the subject, and who are not likely to take up advanced study of Astronomy. The text deals chiefly with the class of observations which can be made with surveying instruments, the methods applicable to t astronomical and geodetic instruments being treated b$t briefly. It has been the author's intention to produce a book%hich is intermediate between the text-book written for the student of Astronomy or Geodesy and the short chapter on the subject generally given in text-books on Surveying. The subject has therefore been treated from the standpoint of the engineer, who is interested chiefly in obtaining results, and those refinements have been omitted which are beyond the requirements of the work which can be performed with the engineer's transit. This has led to the introduction of some rather crude mathematical processes, but it ishoped that these are presentedin such a way as to aid the student in gaining a clearer conception of the prob- lem without conveying wrong notions as to when such short-cut methods can properly be applied. The elementary principles have been treated rather elaborately but with a view to making these principles clear rather than to the introduction of refiner ments. Much space has been devoted to the Measurement of Time because this subject seems to cause the student more difficulty thar \y other branch of Practical Astronomy. The attempt has Iv{J made to arrange the text so that it will be a convenient reference book for the engineer who is doing field work. For convenience in arranging a shorter course those subjects ill iv PREFACE which are most elementary are printed in large type. The mat- ter printed in smaller type may be included in a longer course and will be found convenient for reference in field practice, par- X ticularly that contained in Chapters to XIII. The author desires to acknowledge his indebtedness to those who have assisted in the preparation of this book, especially to Professor A. G. Robbins and Mr. J. W. Howard of the Massa- chusetts Institute of Technology and to Mr. F. C. Starr of the George Washington Universityforvaluablesuggestions and crit- icisms of the manuscript. G. L. H. BOSTON, June, 1910. PREFACE TO THE THIRD EDITION THE adoption of Civil Time in the American Ephemeris and Nautical Almanac in place of Astronomical Time (in effect in 1925) necessitated a complete revision of this book. Advantage has been taken of this opportunity to introduce several improve- ments, among which may be mentioned: the change of the no- tation to agree with that now in use in the principal textbooks and government publications, a revision of the chapter on the different kinds of time, simpler proofs of the refraction and parallax formulae, the extension of the article on interpolation to include two and three variables, the discussion of errors by means of differentiation of the trigonometric formulae, thein- troduction of valuable material from Serial 166, U. S. Coast and Geodetic Survey, a table of convergence of the meridians, and several new illustrations. In the chapter on Nautical As- tronomy, which has beenre-written, tfeemethodbfMarcqSaint- Hilaire and the new tables (H. O. 201 and 203) for laying down Sumner lines are briefly explained. An appendix on Spherical Trigonometry is added for convenience of reference. The size PREFACE V of the bookhasbeen reduced tomake it convenient forfield use. This has been done without reducing the size of the type. In this book an attempt has been made to emphasize the great importance to the engineer of using the true meridian and true azimuth as the basis for all kinds of surveys; the chapter on Observations for Azimuth is therefore the most important one from the engineering standpoint. In this new edition the chapter has been enlarged by the addition of tables, illustrative examples and methods of observing. Thanks are due to Messrs. C. L. Berger & Sons for the use of electrotypes, and to Professor Owen B. French of George Washington University (formerly of the U. S. Coast and Geo- detic Survey) for valuable suggestions and criticisms. The author desires to thank those who have sent notices of errors discovered in the book and asks their continued cooperation. G. L. H. CAMBRIDGE,MASS.,June, 1924. CONTENTS CHAPTER I THE CELESTIAL SPHERE REAL AND APPARENT MOTIONS CHAPTER II DEFINITIONS POINTS AND CIRCLES OP REFERENCE 10. Definitions................................................... 14 Vertical Line Zenith Nadir Horizon Vertical Circles Almucantars Poles Equator Hour Circles Par- allels of Declination Meridian Prime Vertical Eclip- tic Equinoxes Solstices. CHAPTER III SYSTEMS OF COORDINATES ON THE SPHERE 11. SphericalCoordinates.......................................... 18 12. TheHorizon System........................................... 19 13. TheEquatorSystems......................................... 19 15. CoordinatesoftheObserver..................................'. . 22 16. RelationbetweentheTwo Systemsof Coordinates................ 23 CHAPTER IV RELATION BETWEEN COORDINATES 17. Relationbetween AltitudeofPole andLatitudeofObserver........ 27 18. RelationbetweenLatitudeofObserverand the DeclinationandAlti- tudeofaPointontheMeridian............................... 30 vii CONTENTS Viii ART. PAGE 19. TheAstronomicalTriangle..................................... 31 20. Relation between RightAscensionandHourAngle................ 36 CHAPTER V MEASUREMENT OF TIME 21. TheEarth'sRotation.......................................... 4< 22. TransitorCulmination........................................ 4c 23. SiderealDay.................................................. 40 24. SiderealTime................................................. 41 25. SolarDay.................................................... 41 26. SolarTime................................................ 41 27. EquationofTime............................................ 42 28. ConversionofMeanTimeintoApparentTimeandviceversa........ 45 29. AstronomicalTime CivilTime................................ 46 30. RelationbetweenLongitudeandTime.......................... 46 31. Relationbetween Hoursand Degrees............................ 49 32. StandardTime................................................ 50 33. Relation between SiderealTime, Right Ascension and HourAngle of anyPointata GivenInstant................................. 52 34. Staron theMeridian.......................................... 53 35. Mean Solarand SiderealIntervalsofTime....................... 54 36. Approximate Corrections...................................... 56 37. Relationbetween SiderealandMeanTimeatanyInstant. ......... 57 38. TheDateLine.............................................. 61 39. The Calendar................................................ 62 CHAPTER VI THE AMERICAN EPHEMERIS AND NAUTICAL ALMANAC STAR CATALOGUES INTERPOLATION 40. TheEphemeris................................................ 6^ 41. Star Catalogues............................................... 6* 42. Interpolation................................................. 7, 43. DoubleInterpolation.......................................... 7; CHAPTER VII THE EARTH'S^ FIGURE CORRECTIONS TO OBSERVED ALTITUDES 44. TheEarth'sFigure. . .......................................... 7 45. TheParallaxCorrection........................................ 8. 46. TheRefraction Correction............".......................... 84 47. Semidiameters............................................... 87 48. DipoftheSeaHorizon........................................ 88 49. SequenceofCorrections. ....................................... 89 CONTENTS IX CHAPTER VIII DESCRIPTION OF INSTRUMENTS OBSERVING RT. PAGE 50. TheEngineer'sTransit 91 51. EliminationofErrors 92 52. Attachments to the Engineer'sTransit Reflector 95 -53. PrismaticEyepiece 96 54. Sun Glass ' 96 55. ThePortableAstronomicalTransit 96 56. TheSextant 100 57. ArtificialHorizon 103 58. Chronometer 104 /59. Chronograph 105 60. TheZenithTelescope 105 61. Suggestionsabout Observing 107 62. ErrorsinHorizontalAngles 108 CHAPTER IX THE CONSTELLATIONS i 63. The Constellations no 64. MethodofNamingStars no 65. Magnitudes 111 66. Constellationsnearthe Pole nr 67. ConstellationsneartheEquator 112 68. The Planets 114 CHAPTER X OBSERVATIONS FOR LATITUDE "69. Latitude bya CircumpolarStarat Culmination 115 70. LatitudebyAltitudeofthe Sun atNoon 117 71. LatitudebytheMeridianAltitudeofa Southern Star 119 72. AltitudesNeartheMeridian 120 73. Latitude by Altitude of Polaris when the Time is Known 122 74. PreciseLatitudes Harrebow-Talcott Method 125 CHAPTER XI OBSERVATIONS FOR DETERMINING THE TIME 75. ObservationsforLocalTime 127 76. TimebyTransitofaStar 127 77. ObservationswithAstronomicalTransit 130

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