Continuation: TABLE No |
GENERAL INFORMATION
| | | |
| | E SET ; ln I x S33 | : N 3 ; -
| | Organizations using Aerial Triangulation | | Purposes Methods for the Aerial Triangulation performance
has ees es |n SERS : TE roo
| | | News on tendencies |
| = = S re- $i n E Iac | | ^ etring dro
| No Country Rapporteur i | | for the use of Cartographie purposes | | per strips per blocks
| pu- Government | Private | : ; : S 7 )ther
1 | : | Aerial Triangulation are To Study Other Suny 3
ec Agencies | 'orporations | sma i large "poses -poses| T
Age ncies | Cor porations | mai medium dE purposes purposes| Instru- | Analy- Radial Instru- Analy- Radial
| | ur ge Su | | mental | tical eT mental tical és
| | map map map | |
| £7 | |
- |= EET Ru | ——— [rein n oe ei
| | | | |
É 4 ^ | | . . . | |
12 | INDIA Mr. J. C. Sikka | yes |1. Government of In-| The use is increasing. 1 : 25.000 | | yes | E — — — —
K. C. Gosain | dia. Survey Depart-| |It will be freely used| 1 : 50.000 | |
ment | 15.000 km? |600 km? | | |
| | |
| | | Ey a = fi | " | —ÓM——! T | - T —— ————
13 | IRAN Eng. A. Isfahini | yes |l. National Cartogra- The use is enormously | 1:10.000 |1:2.000 | | ves |} — —- | — _
M. Ebrahimi | phic Centre of Iran increasing. The N.C.C. 1 : 5.000 | |
(N.C.C.) - Teheran |started Aerial Trian-| 1.000 km? [5.225 km? | | |
| gulation in 1958 | | |
DEN = joe | i | A
| — — _
2. Iranian Aero Servi-|The use is increasing.|l : 50.000 | yes | — — | — cs yes
ce Corporation The I.A.S.C. started|6.000 km? | |
(I.A.S.C.) Aerial Triangulation in| | |
11959 | | | |
| | | | | |
| | UTE { | | | E
14 | ISRAEL Mr. M. T. Erez | yes |1. Survey Department, | |The use is increasing |1 : 50.000 1:20.000 | | pe ]. — — | — E —
Ministry of Labour | | | | |
12. Photogrammetric| | | |
| Institute - Jerusa-| | | | | |
1 I | I 1
lem | | | |
| |
| - | | { I =}
= NY : ; x n : À .
15 | ITALY Prof. M. Cunietti| yes |1. Istituto Geografico Future use of Aerial | Some tests for yes | — | — — — —
Militare - Firenze Triangulation by strips | the O.E.E.P.E. |
| | (LG.M.) of 9-12 photographs | | | |
| | | for cartographic pur-| | |
| | poses |
| | mem Ls dt ns | : - re RRsat FR ron
(2. Centro di Addestra- | | | Some tests on = yes — — — —
| mento e Studi Fo- | Analytical Ae- |
| | togrammetrici (C.A.| | ral Triangula- |
| SF.) - Milano | tion |
| | - | je | c ——
| | | 3. E.LR.A. - Firenze |The use is increasing |1:25.000 |1:5.000 {1: 2.000 Some tests for | yes — | — _ — —
| | | | 8.430 km? |600 km? |301 km? |the O.E.E.P.E. | |
| | | 4 | | 1 :10.000 | |
| | | | 3.100 km? | | | |
/ | | |
| | | |
16 | JAPAN Mr. U. Kimoto | yes |1. Geographical Sur- | The use is increasing.!1 : 50.000 1 :10.000 1: 500 Study on Analy-| Forestry yes | yes | — yes
vey Institute - Chiba Analytical method 1:25.000 ‘1 : 5.000 tical Aerial Tri-|develop- | | |
| | | should replace mecha- angulation ment | | |
| | m ‘ ‘ nical method in near 90.000 km? total amount | | |
| | Three private Corpo-|, | | |
| ; future; naturally, the ) | | |
| | rations x . : | |
| | first order plotters will | | | |
| .y + . . | |
| | be utilized still with | | |
| | | | |mechanical method in | |
| | | | [that time | |
| | | | | |
| | | |
| | | | | | | | | |
17 |NETHERLANDS Ir. G. Ligterink | yes |l. Survey Department The use is stationary. [1 : 10.000 yes | — | yes | — | —
| | Rijkswaterstaat » It is expected that in 300 km? ..|900 km? |
| future Triangulation | | |
| | will be partly superse- | | | | |
| | ded by the analyt ical | | |
| | method | |
| [ ^| : T = : : : | dl uw | | .
| 2. International Train- Institute for education | Some tests for yes — |} yo) — | yes v
| ing Centre for Aerial and research the O.E.E.P.E. | | |
| Survey - Delft | and the LS.P. |
| | 3. K.L.M. Aerocarto.|The use is increasing |55.000 km? |21.101 km?|428 km? yes | — | — | yes | wm |
Cartographie Section | | | | | |
4. Topographical Sur- 1 :12.500 | -— d ye | — |] 7 =
i | vev 3.000 km? |
| | |5. Cadastral Survey | 445 km? | ve ] — | — l1]. *- ] -— T
| |Cadastral | | | |
|Map | | | | |
