I MUELLER, Ivan Iatvan. the GRADIENTS of GRAVITY and THEIR APPLICATIONS in GEODESY* the Ohio State University, Ph.D., 1960 Geology

Total Page:16

File Type:pdf, Size:1020Kb

I MUELLER, Ivan Iatvan. the GRADIENTS of GRAVITY and THEIR APPLICATIONS in GEODESY* the Ohio State University, Ph.D., 1960 Geology This dissertation has been microfilmed exactly as received | Mic 00-4118 X ’ I MUELLER, Ivan Iatvan. THE GRADIENTS OF GRAVITY AND THEIR APPLICATIONS IN GEODESY* The Ohio State University, Ph.D., 1960 Geology University Microfilms, Inc., Ann Arbor, Michigan THE GRADIENTS CP GRAVITY AND THEIR APPLICATIONS IN GEODESY DISSERTATION Presented in Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy in the, Graduate School of The Ohio State University By IVAN ISTVAN MUELIER, DIPL. ENG. ****** The Ohio State University i960 Approved by Adviser Department of Geology (Division of Geodetic Science) TO THE MEMORY OF ROLAND EOTVOS PREFACE In 1901 Professor Roland Efttvtts, Hungarian physicist, in his opening speech as President of the Hungarian Academy of Sciences, said that scientists have tried to determine the shape and size of the Earth for centuries but ... good results can be obtained only if we concentrate upon the investigation of the Earth's gravity field, since it was gravity which determined the shape of the oceans and’ the surface of the continents when the Earth was formed.... He mentioned that Geodesy is that science which deals with these problems but ...at the present time (1901) Geodesy cannot determine the detailed shape of the Earth. It cannot answer questions such as: What does the detailed shape of the surface, formed by gravity, look like? What is the shape of the surface of a body of water immediately around us? How large is the curvature of this surface, and in which di­ rection is this curvature a maximum? In which direction dees gravity change with a maximum rate, and what is the magnitude of that change? All of these questions are yet unanswered. The geodesist is like the farsighted person who can enjoy the sight of the distant blue moun­ tains but is unable to read a letter bringing good news. This same man, to use another analogy, can determine the curvature of the oceans, but not the curvature of a glass of water. Etitvtis, in order to bring all these problems closer to solution, had designed an instrument, the "torsion balance," which measures the horizontal gradients of gravity. In 1915, only a few years after the first Instruments were in use, Helmert wrote that Geodesy has 1. two miraculous instruments, the level and the torsion balance. Both are very simple instruments^even so they give crucial informa­ tion about the shape and structure of the Earth. In spite of this fact, the torsion balance has been used only in commercial geophysi­ cal explorations and not for geodetic purposes. Even in geophysics it was superseded by the faster and cheaper gravimeters after about thirty years' use. It is interesting to note that with the develop­ ment of the sensitive gravimeters it has become possible to measure the vertical gradient of gravity with a relatively high accuracy. The horizontal gradients, together with the vertical gradient, i.e., the torsion balance together with the gravimeter, can give even more geodetic information than described in the Efltvfls quotation above. Thus we see that the advent of sensitive gravimeters leads to the further development of geodetic applications of the torsion balance. However, not much further has been done as far as geodetic applica­ tions are concerned since Efitvfls' death. This can be partly ex­ plained by the fact that geodesists in the past did not need very detailed information about the gravity field of the Earth or about the shape of the equipotentlal surfaces. At present the situation is different. In the age of space flight and of the developing world geodetic system even the small details of the gravity field may have Increasing significance. Someone might say that we still do not need all of the detailed geodetic data which it is possible to obtain from the gradients of gravity. But with the present rate of development of science the time is near when the best of these data may not be sufficient. When the author first became interested in this topic in 1951*-> his original aim was to emphasize the importance of the horizontal and the vertical gradients of gravity in geodesy. During this work, which continued until the end of 1956 and was started again the be­ ginning of 1959# the writer realized that no publication was avail­ able which covered all of the problems of determining and applying the gradients of gravity in geodesy. One purpose of this paper is to report and Introduce these problems with as many details as are needed for practical applications. (For instance, help tables for computations which are out of publication were also included. See Tables 3> 7 and 8 .) The author collected and used all of the available publications (350, mostly in German, Russian, French, English and Hungarian languages.) Most of these publications are listed in two sections of the Bibliography. In the first section those publications are given to which reference is made. The second section contains the rest. Note the relatively few publications in English, especially in connection with the horizontal gradients of gravity. Another purpose of this paper is to fill this gap in the English coverage of the subject. The third section of the Biblio­ graphy contains those papers which deal with the geophysical appli­ cations of the gradients of gravity. Since the topic of this dis­ sertation is the geodetic applications of the gradients of gravity, the third section is included only for the sake of those who are interested also in the geophysical applications. Vi In preparing this paper several conclusions and suggestions have been made (see chapters 2*21, 2.22, 2*31? 3*5* 3*6? 4.14, 4.33/ and 4.6.) These together with chapters 3*1* 3»7. 3*8# 3*9* 3«10» 4.4 and 4.5 are the contributions of this dissertation to geodesy. During the summers from 1954 to 1956 numerous field measurements were carried out. The computations based upon measurements together with other computations have been also included as examples in the proper chapters (see Tables 1, 2, 5> 6 , 10, 14, 15,and l6 .) In addi­ tion, several formulas have been derived, which are given also in other publications but without derivations (see Formulas 49, 107, 135 136, 181, 184, 193 and 196.) This paper is dedicated to the memory of Professor Roland E&tv8s,and therefore the author feels that it is proper to end this preface with another quotation from his work: "The scientist is not a person who knows all about science, but one who forwards it." Measured against this scale the author considers himself only on the very first rung of the ladder of science. vii ACKNOWLEDGMENT The author wishes to acknowledge his indebtedness for the help he received during the preparation of this dissertation, to Pro­ fessor W. A. Heiskanen, Director of the Institute of Geodesy, Photo- grammetry and Cartography, The Ohio State University, who has been his adviser; to Dr. R. A. Hirvonen, Professor of Geodesy of the Finland Institute of Technology, to Dr. H. J. Pincus, Professor of Geology of The Ohio State University, the members of the reading committee; and to Mr. R. J. Feely for his great work in correcting the manuscript. The first part of this paper in a shorter and somewhat different form was prepared in Hungary, and was circulated among leading Hun­ garian scientists for criticism. The author is especially grateful to Professor I. Redey, who has been his teacher and adviser for more than five years; to Professor A. Tarczy Hornoch; to Dr. J. Renner; and to Dr. L. Homor&Ly, for their constructive criticisms. An Etttvfts torsion balance, has been made available for field measurements by Mr. T. Dombay, Director of the Hungarian Roland EtttviJs Geophysical Institute, whom the writer wishes to thank. Special thanks are due to the author's wife, Mrs. Marianne Mueller, for her patience and help during the preparation of this dissertation; to Mrs. Margery Corrigan for her excellent typing; to Mr. Leslie Cunningham for his help with the figures and the repro­ duction; and to all others who have assisted with this paper. viii TABLE OF CONTENTS ; Chapter Title Page 1. INTRODUCTION . .......... ............... 1 1.1. The Gravitational Force. .......... 1 1.2. The Potential of the Gravitational Force . « ■ . ' 4 1.3* The Gravity. The Gradients of Gravity....... 7 2. THE DETERMINATION OF THE HORIZONTAL GRADIENTS OF GRAVITY . 13 2.1. The Principle of the EdtvBs Torsion Balance . 13 2.11. The Curvature Variometer. .......... 13 2.12. The Horizontal Variometer .................. 24 2.121. The Horizontal Variometer with One Swinging System ............... 24 2; 122. The Horizontal Variometer with Two Swinging Systems............... 30 2.13. The Gradiometer........... 36 2.2. The Torsion Balance Apparatus. ..................39 2.21. The Different Instruments............. 39 2*22. Field Operations......................... 58 2.3. The Reduction and Transformation of the Torsion Balance Measurements ............... 6l 2.31> Definitions............................... 6l 2.32. The Normal Gradients. ............ 64 2.33• The Terrain Effect......... 67 2.331«- Analytical Methods........ ......... 67 2*332. Mechanical M e t h o d s . ........ 86 ix TABLE OF CONTENTS Chapter Title Page 2.34. The Cartographic E f f e c t ...................... 91 2.341. Analytical Methods........... * . 91 2.342. Mechanical Methods. ......... 94 2.343. Graphical Methods .................. 95 2.35* The Transformation of the Torsion Balance ■ Measurements. ..................... 100 2.4. The Determination of the Instrument Constants. 103 2.41. The Instrument Constants..................... 103 2.42. The Determination of the Quantity — ..........104 2 A 3 . The Determination of the Torque Constant, r • 111 2.431. The Swinging Period Method........... Ill 2.432. The Cavendish Method................. 114 3. THE APPLICATIONS OF THE TORSION BALANCE MEASUREMENTS IN G E O D E S Y ..............................................
Recommended publications
  • 3 Rectangular Coordinate System and Graphs
    06022_CH03_123-154.QXP 10/29/10 10:56 AM Page 123 3 Rectangular Coordinate System and Graphs In This Chapter A Bit of History Every student of mathematics pays the French mathematician René Descartes (1596–1650) hom- 3.1 The Rectangular Coordinate System age whenever he or she sketches a graph. Descartes is consid- ered the inventor of analytic geometry, which is the melding 3.2 Circles and Graphs of algebra and geometry—at the time thought to be completely 3.3 Equations of Lines unrelated fields of mathematics. In analytic geometry an equa- 3.4 Variation tion involving two variables could be interpreted as a graph in Chapter 3 Review Exercises a two-dimensional coordinate system embedded in a plane. The rectangular or Cartesian coordinate system is named in his honor. The basic tenets of analytic geometry were set forth in La Géométrie, published in 1637. The invention of the Cartesian plane and rectangular coordinates contributed significantly to the subsequent development of calculus by its co-inventors Isaac Newton (1643–1727) and Gottfried Wilhelm Leibniz (1646–1716). René Descartes was also a scientist and wrote on optics, astronomy, and meteorology. But beyond his contributions to mathematics and science, Descartes is also remembered for his impact on philosophy. Indeed, he is often called the father of modern philosophy and his book Meditations on First Philosophy continues to be required reading to this day at some universities. His famous phrase cogito ergo sum (I think, there- fore I am) appears in his Discourse on the Method and Principles of Philosophy. Although he claimed to be a fervent In Section 3.3 we will see that parallel lines Catholic, the Church was suspicious of Descartes’philosophy have the same slope.
    [Show full text]
  • Analysis of Graviresponse and Biological Effects of Vertical and Horizontal Clinorotation in Arabidopsis Thaliana Root Tip
    plants Article Analysis of Graviresponse and Biological Effects of Vertical and Horizontal Clinorotation in Arabidopsis thaliana Root Tip Alicia Villacampa 1 , Ludovico Sora 1,2 , Raúl Herranz 1 , Francisco-Javier Medina 1 and Malgorzata Ciska 1,* 1 Centro de Investigaciones Biológicas Margarita Salas-CSIC, Ramiro de Maeztu 9, 28040 Madrid, Spain; [email protected] (A.V.); [email protected] (L.S.); [email protected] (R.H.); [email protected] (F.-J.M.) 2 Department of Aerospace Science and Technology, Politecnico di Milano, Via La Masa 34, 20156 Milano, Italy * Correspondence: [email protected]; Tel.: +34-91-837-3112 (ext. 4260); Fax: +34-91-536-0432 Abstract: Clinorotation was the first method designed to simulate microgravity on ground and it remains the most common and accessible simulation procedure. However, different experimental set- tings, namely angular velocity, sample orientation, and distance to the rotation center produce different responses in seedlings. Here, we compare A. thaliana root responses to the two most commonly used velocities, as examples of slow and fast clinorotation, and to vertical and horizontal clinorotation. We investigate their impact on the three stages of gravitropism: statolith sedimentation, asymmetrical auxin distribution, and differential elongation. We also investigate the statocyte ultrastructure by electron microscopy. Horizontal slow clinorotation induces changes in the statocyte ultrastructure related to a stress response and internalization of the PIN-FORMED 2 (PIN2) auxin transporter in the lower endodermis, probably due to enhanced mechano-stimulation. Additionally, fast clinorotation, Citation: Villacampa, A.; Sora, L.; as predicted, is only suitable within a very limited radius from the clinorotation center and triggers Herranz, R.; Medina, F.-J.; Ciska, M.
    [Show full text]
  • Vertical and Horizontal Transcendence Ursula Goodenough Washington University in St Louis, [email protected]
    Washington University in St. Louis Washington University Open Scholarship Biology Faculty Publications & Presentations Biology 3-2001 Vertical and Horizontal Transcendence Ursula Goodenough Washington University in St Louis, [email protected] Follow this and additional works at: https://openscholarship.wustl.edu/bio_facpubs Part of the Biology Commons, and the Religion Commons Recommended Citation Goodenough, Ursula, "Vertical and Horizontal Transcendence" (2001). Biology Faculty Publications & Presentations. 93. https://openscholarship.wustl.edu/bio_facpubs/93 This Article is brought to you for free and open access by the Biology at Washington University Open Scholarship. It has been accepted for inclusion in Biology Faculty Publications & Presentations by an authorized administrator of Washington University Open Scholarship. For more information, please contact [email protected]. VERTICAL AND HORIZONTAL TRANSCENDENCE Ursula Goodenough Draft of article published in Zygon 36: 21-31 (2001) ABSTRACT Transcendence is explored from two perspectives: the traditional concept wherein the origination of the sacred is “out there,” and the alternate concept wherein the sacred originates “here.” Each is evaluated from the perspectives of aesthetics and hierarchy. Both forms of transcendence are viewed as essential to the full religious life. KEY WORDS: transcendence, green spirituality, sacredness, aesthetics, hierarchy VERTICAL TRANSCENDENCE One of the core themes of the monotheistic traditions, and many Asian traditions as well, is the concept of transcendence. A description of this orientation from comparative religionist Michael Kalton (2000) can serve to anchor our discussion. "Transcendence" both describes a metaphysical structure grounding the contingent in the Absolute, and a practical spiritual quest of rising above changing worldly affairs to ultimate union with the Eternal.
    [Show full text]
  • Electronics-Technici
    WORLD'S LARGEST ELECTRONIC TRADE CIRCULATION Tips on Color Servicir Color TV Horizontal Problems How to Choose and Use Controls Troubleshooting Transistor Circuits MAY 1965 ENirr The quality goes in before the name goes on FOR THE FINEST COLOR AND UHF RECEPTION INSTALL ZENITH QUALITY ANTENNAS ... to assure finer performance in difficult reception areas! More color TV sets and new UHF stations mean new antenna installation jobs for you. Proper installation with antennas of Zenith quality is most important because of the sensi tivity of color and JHF signals. ZENITH ALL -CHANNEL VHF/UHF/FM AND FM -STEREO LOG -PERIODIC ANTENNAS The unusually broad bandwidth of the new Zenith VHF/UHF/FM and FM -Stereo log -periodic resonant V -dipole arrays pulls in all frequencies from 50 to 900 mc-television channels 2 to 83 /\' plus FM radio. The multi -mode operation pro- vides nigh gain and good rejection of ghosts. These frequency independent antennas, devel- , oped // by the research laboratories at the University of Illinois, are designed according to a geometrically derived logarithmic -periodic formula used in satellite telemetry. ZENITH QUALITY HEAVY-DUTY ZENITH QUALITY ANTENNA ROTORS WIRE AND CABLE Zenith quality antenna rotors are Zenith features a full line of quality heavy-duty throughout-with rugged packaged wire and cable. Also espe- motor and die-cast aluminum hous- cially designed UHF transmission ing. Turns a 150-Ib. antenna 360 de- wires, sold only by Zenith. Zenith grees in 45 seconds. The weather- wire and cable is engineered for proof bell casting protects the unit greater reception and longer life, from the elements.
    [Show full text]
  • Identifying Physics Misconceptions at the Circus: the Case of Circular Motion
    PHYSICAL REVIEW PHYSICS EDUCATION RESEARCH 16, 010134 (2020) Identifying physics misconceptions at the circus: The case of circular motion Alexander Volfson,1 Haim Eshach,1 and Yuval Ben-Abu2,3,* 1Department of Science Education & Technology, Ben-Gurion University of the Negev, Israel 2Department of Physics and Project Unit, Sapir Academic College, Sderot, Hof Ashkelon 79165, Israel 3Clarendon laboratory, Department of Physics, University of Oxford, United Kingdom (Received 17 November 2019; accepted 31 March 2020; published 2 June 2020) Circular motion is embedded in many circus tricks, and is also one of the most challenging topics for both students and teachers. Previous studies have identified several misconceptions about circular motion, and especially about the forces that act upon a rotating object. A commonly used demonstration of circular motion laws by physics teachers is spinning a bucket full of water in the vertical plane further explaining why the water did not spill out when the bucket was upside down. One of the central misconceptions regarding circular motion is the existence of so-called centrifugal force: Students mistakenly believe that when an object spins in a circular path, there is real force acting on the object in the radial direction pulling it out of the path. Thus, one of the most frequently observed naïve explanations is that the gravity force mg is compensated by the centrifugal force on the top of the circular trajectory and thus, water does not spill down. In the present study we decided to change the context of the problem from a usual physics class demonstration to a relatively unusual informal environment of a circus show and investigate the spectators’ ideas regarding circular motion in this context.
    [Show full text]
  • Projectile Motion Motion in Two Dimensions
    Projectile Motion Motion In Two Dimensions We restrict ourselves to objects thrown near the Earth’s surface so that gravity can be considered constant. Objectives 1. For a projectile, describe the changes in the horizontal and vertical components of its velocity, when air resistance is negligible. 2. Explain why a projectile moves equal distances horizontally in equal time intervals when air resistance is negligible. 3. Describe satellites as fast moving projectiles. Projectile motion applies to sports. Projectile motion applies to destructive projectiles. A projectile is any object that moves through the air or through space, acted on only by gravity (and air resistance). The motion of a projectile is determined only by the object’s initial velocity, launch angle and gravity. Projectile motion is a combination of horizontal motion and vertical motion. The horizontal motion of a projectile is constant because no gravitational force acts horizontally The vertical motion of a projected object is independent of its horizontal motion. Let's say a Wiley coyote runs off a cliff. As he leaves the cliff he has a horizontal velocity. As soon as the coyote leaves the cliff he will experience a vertical force due to gravity. This force will cause him to start to accelerate in the vertical direction. As he falls he will be going faster and faster in the vertical direction The horizontal and vertical components of the motion of an object going off a cliff are Y separate from each other, and can not affect each other. X In a lot of books you will see the horizontal component called x and the vertical component called y.
    [Show full text]
  • The Polar Coordinate System
    University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln MAT Exam Expository Papers Math in the Middle Institute Partnership 7-2008 The Polar Coordinate System Alisa Favinger University of Nebraska-Lincoln Follow this and additional works at: https://digitalcommons.unl.edu/mathmidexppap Part of the Science and Mathematics Education Commons Favinger, Alisa, "The Polar Coordinate System" (2008). MAT Exam Expository Papers. 12. https://digitalcommons.unl.edu/mathmidexppap/12 This Article is brought to you for free and open access by the Math in the Middle Institute Partnership at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in MAT Exam Expository Papers by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. The Polar Coordinate System Alisa Favinger Cozad, Nebraska In partial fulfillment of the requirements for the Master of Arts in Teaching with a Specialization in the Teaching of Middle Level Mathematics in the Department of Mathematics. Jim Lewis, Advisor July 2008 Polar Coordinate System ~ 1 Representing a position in a two-dimensional plane can be done several ways. It is taught early in Algebra how to represent a point in the Cartesian (or rectangular) plane. In this plane a point is represented by the coordinates (x, y), where x tells the horizontal distance from the origin and y the vertical distance. The polar coordinate system is an alternative to this rectangular system. In this system, instead of a point being represented by (x, y) coordinates, a point is represented by (r, θ) where r represents the length of a straight line from the point to the origin and θ represents the angle that straight line makes with the horizontal axis.
    [Show full text]
  • Latitude and Longitude Tools of the Trade Tools of the Trade
    Latitude and Longitude Tools of the Trade Tools of the Trade Mathematicians use graphs, formulas, theorems, and calculators to help them analyze data and calculate answers. Scientists use beakers, balances, and thermometers to conduct their research. Historians use timelines. What specialized tools do geographers use to analyze and apply geographic data that lead to practical solutions? Maps Geographers use maps to locate places, analyze spatial relationships, and predict future trends. A map is a flat representation of Earth, or at least a portion of it. Maps can represent large or small areas, but most are foldable and portable. Maps can show an incredible amount of detail that other tools (globes, satellite, or space shuttle photographs) cannot illustrate, or they can show an overview of the entire world. What are the advantages of a map? Grid Lines Grid lines and other imaginary lines should be included on almost every map because they are necessary tools that help the user identify specific locations on the map. For instance, when looking at a political map of the United States, latitude and longitude lines assist the user in finding specific cities, national parks, or other points of interest. Underline the key phrases. Latitude Lines of latitude are imaginary horizontal lines, running east and west, parallel to the equator, that measure distances north and south of the equator. Underline the key phrases. Trace 3 lines of LATITUDE in RED. Equator The equator is where the sun hits Earth most directly, and so it has a measurement of 0° N/S. As the air begins to warm, it rises.
    [Show full text]
  • EPSS 15 Spring 2017 Introduction to Oceanography
    4/7/17 EPSS 15 Spring 2017 Introduction to Oceanography Laboratory #1 Maps, Cross-sections, Vertical Exaggeration, Graphs, and Contour Skills MAPS • Provide valuable interface to explore the geography of the world • Incorporate quantifiable units • Have scales equating distances on the surface of the earth with distances on the surface of the map (1cm = 1000km or 1mm =100km) 1 4/7/17 Maps, continued • Latitudes are measured • Longitudes are measured from 0 – 90 degrees north from 0 - 180 degrees east and south of the equator; and west of the prime they mark points of equal meridian, which runs from the angle above and below the north to south pole through equator Greenwich, England Parallels of Latitude Meridians of Longitude Cross-Sections • Present a side view of the earth • Depth dimension allows for description of the interior of the Earth and subsurface of the oceans. • In this class, we are primarily interested in cross-sections illustrating vertical profiles generated through our oceans, and what they can tell us about changes in salinity, temperature, etc and the surface shape of the ocean’s floor. • The next page shows a portion of an actual cross-section of part of the earth’s crust below the town of Santa Barbara, CA…. 2 4/7/17 Cross-Sections Elevation (meters) Distance Scale: __cm = __m (meters) Fault Geologic formation contact Bedding • This was generated using geometric data observed from the surface of the earth between two points, & shows the predicted subsurface geometry of rocks. Cross-Sections Northridge Earthquake Davis & Namson, 1994 Elevation (meters) Distance Scale is 1 inch = 500 feet (meters) Fault Geologic formation contact Bedding • This was generated using geometric data observed from the surface of the earth between two points, & shows the predicted subsurface geometry of rocks.
    [Show full text]
  • Tides and Overtides in Long Island Sound
    Journal of Marine Research, 68, 1–36, 2010 Journal of MARINE RESEARCH Volume 68, Number 1 Tides and Overtides in Long Island Sound by Diane C. Bennett1,2, James O’Donnell1, W. Frank Bohlen1 and Adam Houk1 ABSTRACT Using observations obtained by acoustic Doppler profilers and coastal water level recorders, we describe the vertical and horizontal structure of the currents and sea level due to the principal tidal constituents in Long Island Sound, a shallow estuary in southern New England. As expected, the observations reveal that M2 is the dominant constituent in both sea surface and velocity at all depths and sites. We also find evidence that the vertical structure of the M2 tidal current ellipse parameters vary with the seasonal evolution of vertical stratification at some sites. By comparing our estimates of the vertical structure of the M2 amplitudes to model predictions, we demonstrate that both uniform and vertically variable, time invariant eddy viscosities are not consistent with our measurements in the Sound. The current records from the western Sound contain significant overtides at the M4 and M6 frequencies with amplitudes and phases that are independent of depth. Though the M4 amplitude decreases to the west in proportion to M2, the M6 amplifies. Since the dynamics that generate overtides also produce tidal residuals, this provides a sensitive diagnostic of the performances of numerical circulation models. We demonstrate that the observed along-Sound structure of the amplitude of the M4 and M6 overtides is only qualitatively consistent with the predictions of a nonlinear, laterally averaged layer model forced by a mean flow and sea level at the boundaries.
    [Show full text]
  • Where Are You? Mathematics
    underground Where are you? mathematics What do you do when you are lost? If you are lucky enough to have a smart phone, you’ll probably use the GPS feature. This pin-points your global coordinates using information sent from satellites (see Conic sections in real life). But what are those global coordinates? Ordinary flat maps are often divided up into a grid formed by vertical and horizontal lines. The resulting grid boxes are usually labelled by letters (A, B, C, etc.) in the horizontal direction, and by numbers (1,2,3, etc.) in the vertical direction. To find a location, say a particular street in your home town, you look up its coordinates, for example A4, in the index, and then find the grid box labelled by that letter and number. The street youare looking for will be within this box. Navigation around the spherical Earth uses the same idea, only here the grid isn’t formed by straight lines but by circles that lie on the surface of the Earth. One set of circles (which we can think of as horizontal) comes from planes that are perpendicular to the rotation axis of the Earth. These slice right through the Earth, meeting its surface in circles which are called lines of latitude. The radii of these circles vary: the largest one is the equator, which chops the Earth neatly into northern and southern hemispheres. As you move north or south the circles become smaller, and at the poles they are just points. The other set of circles (which we can think of as the vertical lines) come from planes that slice right through the Earth and contain the axis around which it rotates.
    [Show full text]
  • STATE PLANE COORDINATE SYSTEM 12(I)
    August 2002 STATE PLANE COORDINATE SYSTEM 12(i) Table of Contents Section Page 12.1 SURVEY DATUM CONSIDERATIONS........................................................................... 12.1(1) 12.1.1 Purpose of Survey Datums..................................................................................... 12.1(1) 12.1.2 Vertical Control Datum.......................................................................................... 12.1(1) 12.1.3 Horizontal Control Datum ..................................................................................... 12.1(2) 12.2 LOCATION AND SURVEY METHODS ........................................................................... 12.2(1) 12.2.1 Limitations of Plane Surveying.............................................................................. 12.2(1) 12.2.1.1 Effects of the Earth’s Curvature........................................................... 12.2(1) 12.2.1.2 Relationships of Independent Surveys ................................................. 12.2(1) 12.2.2 Positioning By Latitude and Longitude ................................................................. 12.2(1) 12.2.3 Benefits of Geodetic Surveying ............................................................................. 12.2(1) 12.2.4 State Plane Coordinate Systems............................................................................. 12.2(2) 12.3 THE MONTANA STATE PLANE COORDINATE SYSTEM .......................................... 12.3(1) 12.3.1 Montana State Statute ...........................................................................................
    [Show full text]