The final edition of this was published in 1977, so a completely revised and updated new edition of Project Surveying became a necessary requirement, should the book continue its service to the surveying and civil engineering students and profession in the same successful way as from the very first publication in 1966. The view held at the time still stands in full force, namely that the analytical knowledge of the precision and reliability of the numerous combinations of observational methods and computational (statistical) processing in inseparable connection with the subsequent engineering action, constitutes the very basis of the organisation of surveys and the underlying decisions in respect of procedures and economy.
By:
Peter Richardus
Imprint: A A Balkema Publishers
Edition: 2nd Revised edition
Dimensions:
Height: 234mm,
Width: 156mm,
Weight: 1.160kg
ISBN: 9789061915263
ISBN 10: 9061915260
Pages: 640
Publication Date: 01 January 1984
Audience:
College/higher education
,
General/trade
,
Primary
,
ELT Advanced
Format: Paperback
Publisher's Status: Active
Chapter 1. INTRODUCTION, Chapter 2. AREAS, Chapter 3. INTERSECTIAONND RESECTION, Chapter 4. Two LINEAR TRANSFORMATIONS, Chapter 5. ADJUSTMENTTE CHNIQUES; INTRODUCTION, Chapter 6. ADJUSTMENTS Chapter 7. THE SOLUTION BY THE METHOD OF CORRELATES Chapter 9. THE STANDARD ELLIPSE AND THE STANDARD CURVE Chapter 10. ADJUSTMENINT PHASES Chapter 11 . SOLUTIOONF THE NORMAL EQUATIONS Chapter 12. RECAPITULATIOONF THE ADJUSTMENT TECHNIQUE Chapter 13. THE SIGNIFICANCE OF THE WEIGHT COEFFICIENTS FOR THE OPTIMIZATION OF TECHNIQUES Chapter 14. THE ADJUSTMENT OF TRIANGLES Chapter 15. THE ADJUSTMENT OF TRIANGLES (CONTINUED) Chapter 16. TRAVERSES Chapter 17. DOPPLER~A TELLITEP OSITIONINAGN; I NTRODUCTION Chapter 18. SURVEYFSO R TECHNICAL PROJECTS; INTRODUCTION Chapter 19. CENTRELI NES ON THE SURFACE Chapter 20. TUNNELS AND SHAFTS Chapter 21. MEASUREMENOTFS SM ALL DISPLACEMENTS, MOVEMENTS AND DEFORMATIONS BY GEODETIC METHODS Chapter 22. THE PRECISION OF SLOPES, AREAS AND VOLUMES DERIVED FROM CONTOUR LINES ON A MAP Chapter 23. SOMER EMARKS ON SPECIFICATIONS AND SURVEY RECORDS
Peter Richardius Ph.D The AgriculturaI University, Wageningen