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  • Conference proceedings
  • © 1985

Optimization and Design of Geodetic Networks

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Table of contents (19 papers)

  1. Front Matter

    Pages I-XVII
  2. Introduction

    • E. W. Grafarend
    Pages 1-5
  3. Second Order Design

    • G. Schmitt
    Pages 74-121
  4. Third Order Design

    • G. Schmitt
    Pages 122-131
  5. Numerical Methods in Network Design

    • P. A. Cross
    Pages 132-168
  6. Fourier Analysis of Geodetic Networks

    • H. Sünkel
    Pages 257-300
  7. Continuous Networks I

    • E. W. Grafarend, F. W. Krumm
    Pages 301-341
  8. Continuous Networks II

    • B. Benciolini
    Pages 342-362
  9. Criterion Matrices for Deforming Networks

    • E. W. Grafarend
    Pages 363-428
  10. Quality Control in Geodetic Networks

    • P. J. G. Teunissen
    Pages 526-547
  11. Aspects of Network Design

    • B. Schaffrin
    Pages 548-597

About this book

During the period April 25th to May 10th, 1984 the 3rd Course of the International School of Advanced Geodesy entitled "Optimization and Design of Geodetic Networks" took place in Erice. The main subject of the course is clear from the title and consisted mainly of that particular branch of network analysis, which results from applying general concepts of mathematical optimization to the design of geodetic networks. As al­ ways when dealing with optimization problems, there is an a-priori choice of the risk (or gain) function which should be minimized (or maximized) according to the specific interest of the "designer", which might be either of a scientific or of an economic nature or even of both. These aspects have been reviewed in an intro­ ductory lecture in which the particular needs arising in a geodetic context and their analytical representations are examined. Subsequently the main body of the optimization problem, which has been conven­ tionally divided into zero, first, second and third order design problems, is presented. The zero order design deals with the estimability problem, in other words with the definition of which parameters are estimable from a given set of observa­ tions. The problem results from the fact that coordinates of points are not univocally determined from the observations of relative quantities such as angles and distances, whence a problem of the optimal choice of a reference system, the so-called "datum problem" arises.

Editors and Affiliations

  • Geodätisches Institut, Universität Stuttgart, Stuttgart 1, Germany

    Erik W. Grafarend

  • Fotogrammetria e Geofisica, Istituto di Topografia, Milano, Italy

    Fernando Sansò

Bibliographic Information

Buy it now

Buying options

eBook USD 149.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book USD 199.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Other ways to access