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Commissions V (Cont.), VI and VII (Part 7)

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CC BY: Attribution 4.0 International. You can find more information here.

Bibliographic data

fullscreen: Commissions V (Cont.), VI and VII (Part 7)

Multivolume work

Persistent identifier:
1667435949
Title:
XVIIIth Congress
Sub title:
Vienna, Austria 1996
Year of publication:
1996
Place of publication:
Vienna
Publisher of the original:
Austrian Society of Surveying and Geoinformation
Identifier (digital):
1667435949
Language:
English
Editor:
Kraus, Karl
Waldhäusl, Peter
Corporations:
International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien
International Society for Photogrammetry and Remote Sensing
Adapter:
International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien
International Society for Photogrammetry and Remote Sensing
Founder of work:
International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien
International Society for Photogrammetry and Remote Sensing
Other corporate:
International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien
International Society for Photogrammetry and Remote Sensing
Document type:
Multivolume work

Volume

Persistent identifier:
1667440764
Title:
XVIIIth Congress
Scope:
1050 Seiten
Year of publication:
1996
Place of publication:
Vienna
Publisher of the original:
Austrian Society of Surveying and Geoinformation
Identifier (digital):
1667440764
Illustration:
Illustrationen, Diagramme
Signature of the source:
ZS 312(31,B3)
Language:
English
Additional Notes:
Erscheinungsdatum des Originals ist anhand des Copyrightjahrs ermittelt.
Usage licence:
Attribution 4.0 International (CC BY 4.0)
Editor:
Kraus, Karl
Waldhäusl, Peter
Corporations:
International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien
International Society for Photogrammetry and Remote Sensing
International Society for Photogrammetry and Remote Sensing, Commission Mathematical Analysis of Data
Adapter:
International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien
International Society for Photogrammetry and Remote Sensing
International Society for Photogrammetry and Remote Sensing, Commission Mathematical Analysis of Data
Founder of work:
International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien
International Society for Photogrammetry and Remote Sensing
International Society for Photogrammetry and Remote Sensing, Commission Mathematical Analysis of Data
Other corporate:
International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien
International Society for Photogrammetry and Remote Sensing
International Society for Photogrammetry and Remote Sensing, Commission Mathematical Analysis of Data
Publisher of the digital copy:
Technische Informationsbibliothek Hannover
Place of publication of the digital copy:
Hannover
Year of publication of the original:
2019
Document type:
Volume
Collection:
Earth sciences

Index

Title:
Appendix: Keywords Index Volume XXXI, Part B3 - ISPRS Commission lll
Document type:
Multivolume work
Structure type:
Index

Contents

Table of contents

  • Tenth International Congress of Photogrammetry
  • Commissions V (Cont.), VI and VII (Part 7)
  • Cover
  • Title page
  • CONTENTS
  • COMMISSION V (cont.)
  • [Presented papers]
  • Anwendung von terrestrischer Photogrammetrie bei hydrotechnischen Kleinmodellversuchen Dr. G. HANKÓ
  • SECOR FOR SATELLITE GEODESY [T. J. Hayes]
  • Figure
  • Figure
  • Figure
  • Figure
  • Table
  • Table
  • Figure
  • Figure
  • Figure
  • Ice Observation on Hokkaido Coasts By Kiyoshi KAWAKAMI and Shoji KURASHINA
  • Das Prinzip der wandernden Marke unter Verwendung polarisierten Lichtes in der Röntgenphotogrammetrie Von Professor Dr. med. H. Köhnle
  • STUDIES ON PHOTOGRAMMETRIC TECHNIQUES FOR PRECISE MEASUREMENT AND THEIR APPLICATION TO THE INDUSTRIAL FIELD By Takakazu Maruyasu and Taichi Oshima
  • AXIAL ORIENTATION AND ROTATIONAL RATE OF THE MOON BY PHOTOGRAMMETRIC PROCEDURE BY Mr. Everett L. Merritt
  • SUR L’UTILISATION DES RÉSEAUX PROJETÉS ET DES MOIRÉS POUR L’EXPLOITATION DU NIVELLEMENT Prof. ing. NICOLAE CH. OPRESCU
  • Die Ermittlung der Strömungsverhältnisse in bodennahen Luftschichten durch terrestrisch-stereophotogrammetrische Vermessung von Rauchmarkierungen Von Dipl.-Ing. J. PIETSCHNER (KDT)
  • THE PHOTOGRAMMETRIC SURVEY OF THE "ORATORIO” OF S. GIOVANNI IN OLEO AND OF THE "ORAZI E CURIAZI” HALL AT CAMPIDOGLIO Prof. Dr. Eng. WALTER TARTARINI
  • GALILEO-SANTONI EQUIPMENT FOR NON-TOPOGRAPHIC APPLICATIONS OF PHOTOGRAMMETRY A. TORRINI - W. FERRI
  • THE DEVELOPMENT AND TESTING OF A PHOTO-ASTRO SHIP LOCATION SYSTEM by Nelson C. Vance
  • Photogrammetric Parameters Derived from Optical Observations on the ANNA Geodetic Satellite by OWEN W. WILLIAMS
  • Über eine Anwendung der Photogrammetrie im archäologischen Ausgrabungswesen. Dipl.-Ing. D. Wölpert
    Über eine Anwendung der Photogrammetrie im archäologischen Ausgrabungswesen. Dipl.-Ing. D. Wölpert
  • INDUSTRIAL APPLICATIONS OF PHOTOGRAMMETRY by Marshall S. Wright, Jr.
  • COMMISSION VI
  • COMMISSION VII
  • Cover

Full text

STANDARD DEVIATION 
17.5 
i 
I 
i 
! 
TABLE 3 
GEODETIC SECOR SATELLITE SOLUTIONS 
LARSON AFB SITE SOLUTIONS (5-5 SIMULTANEOUS MODE) LARGE QUAD 
Solut. 
No. 
Orbits Used 
Tor Solution 
Cm • • 
O >2 
~-i pj 
SSCOR-SURVEY 
STANDARD DEVIATIONS 
COMPARISONS 
• T3 e 
oco 
ZHO 
50 
LATI 
m _ 
LONG 
m 
HEIGHT ! RSS 
rn ; m 
LAU 
m 
LONG 
m 
height! RS3 
m -J m 
TOTAL 
RSS m 
THEORETICAL 
11} RS&jl . 
THEORETICAL 
1 
1505,1519,1167 
‘15.6 
-19.1 
-36.4 144.0 
2.2 
3.8 
6.7 
44.5 
91.1 
101.5 
2 „ 
1505,1353,1167 
55 
■11.1 
14.5 
14.9 
23.6 
2.2 
*1 
2.3 
2.8 
4.2 
... _£4*_0 . 
,68.5 
5 
13 05,1305L,1319L 
86 
-15.6 
9.1 
0.5 
r 
18.1 
3.3 
2.3 
3.3 
5.2 
18.8 
83.6 
94.5 
1305,1319L,1291L 
81 
-14.5 
3.8 
-2.2 
r 15* 2 
3.3 
3.0 
2.4 
5.1 
16.0 
. 64,8 
75.5 . 
5 
11ó7l,129ÌL,1519L 
81 
-20.0 
5.3 
-&w7 
21.5 
4.4 
2.3 
4.0 
6.4 
22.4* 
64.3 
73.1 . 
6 
1291L.1167, 1319 
50 
-5.6 
-9,1 
-16.4 
19.6 
3.3 
2.3 
6.1 
_ 7*5... 
— 
. 2Q.9 , 
_ 95.0 
n 
1269,1269M,1291L 
81 
3.3 
14.5 
40.0 
42.7 
4.4 
. 3.0 
'3.8 
6.5 
43.2 
84.7 
96.4 
8 
12S9M.1269.1305L 
91 
-11.1 
38.1 
45.2 
60 a 
2.2 
_ 4,8. _ 
, 6.5 
60.5 ......... 
84. 0_ 
93.8 
9 
1269jl291L,1167L 
81 
-22.2 
22.9 
28.1 
42.5 
4.4 
. 1,5 
. 3,9 
6.1 
42.9 
59.0 
67.0 
10 
1269.1291L.1305L 
81 
-51.1 
.25^9 
23.7 
5.5 
. 2^ 
3.4 
5.3 
47.2 
69.0 
79.5 
» * 
j . . 
MEAN 
9 
•14.4 
10.6 
9.2 
33.4 
3.3 
2.7 
4.0 
6.0 
34.0 
75.7 
85.6 
STANDARD 
DEVIATION 
8.9 
15.7 
24.3
	        

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