Continuation: TABLE No 1
GENERAL INFORMATION
N
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Organizations using Aerial Triangulation | | Purposes Methods for the Aerial Triangulation performance
has A En E |. encor M ox i
| News on tendencies | |
re- | | ; : | :
Country Rapporteur li for the use of | Cartographie purposes per strips per blocks
pi- Government Private | ; | S ; ther
ed | Aerial Triangulation | wl I nl large | Study Other. | — —7———34 ES T
2 Agencies | Corporations | | small dium arge | "DOSES "DOses
5 | I | scale neni HITEC purposes | Purposes! Instru- | Analy- Radial Instru- | Analy- Radial
| | | man ih map mental tical ue mental tical aia,
— | | | | | cjue en : 0
Q 7 Prat B a Het ren rh] S aal | | | ; 3 ; :
SWEDEN Prof. B. Hallert | yes 1. The Geographical | | | Aerial Triangulation Mosaies | yes — — — — yes
; & Survey Office | | | is used for all scale maps
Mr. T. Jornstad | | |
| |
| |
| E ETT | rT TT 77] | —— mA t m —— | en —l] —— — A "^ 7
2 The Central Office| | | Aerial Tri i
|2. The Centra ice | | Aerial Triangulation | | yes — — — — es
of the Land Board| | is used for all scale maps | |
| | |
| | | |
| | |
——DF— | | 08 ; Le jf.
| | | |
3. The State Power| | | 1:40.000 |1:4.000 | yes — — — e yes
Board | | : | :10.000 |1:1.000 |
|For ordinary topogra-| 1:10. (1:1. |
E | | || S phic official mapping,| EE El - . | Po xl 7 ue op a
| the use is stationary; |
4. The Roads and Wa-| for specialized mapping 11:2.000 | | yes = — ves — —
terways Administra- | on medium and large |1 : 4.000
tion | scale the use is consi-| | | |
| derably increasing. | | | |
| —H B ——— A —— | For the mapping work|.— — | | | | € | - = ee
| in Sweden the Aerial | | |
5. The Hydrographic| Triangulation is of the | yes | — — — — —
+ | . | |
Department of the| greatest importance. |
National Board of Considerable develop-| | | |
| | Shipping and Navi-| ment can be expected | |
| | . . . | |
| gation lin the future. | |
| In the future, Aerial | |
| | Triangulation for cada- ES €— —] pe | PS ——— Lame ee
i) | stral purposes will pro- | a : |
6. Division of Photo-| bably decrease because| l'heoretical in- |
erammetry at the| of the development of | vestigation | |
30Vi ti ; E | | |
voyal Institute | electro-optical methods | | | |
for distance measure | | |
ments. E P ss. > | j EE =
| |7. Ingenjorsfirman Si- | yes | — — ll] . —
monsson & Klint- | | |
malm | | |
| |
| | | |
| 8. Kjessler & Mann- yes | pn | — | — | — v
| ersträle AB | | | |
| | | |
| |
9. Fotogrammetriby- | yes | — | — | — _
| | rän | | | |
| | | | |
| | | |
X | | | T pa X
SWITZER- Prof. M. Zeller | yes 1l. Photogramme- | | Some tests for yes |] --- — yes ] ——- —
LAND | | trisches Institut - the O.E.E.P.E. | | |
| | Eidg. Technische and the LS.P. |
| | Hochschule - Zürich | |
I [. c: ——
| | | | | | |
| | |2. Maison Wild-Heer- | | | — | — | — ys | — —
| | | brugg A.G. | | | | |
i I I
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pes | - 1 tte ———— | — —| — — — ————————— — —Ó
| | | |
TURKEY Mr. I. S. Dura yes |l. Turkish Geodetic The use is increasing| Mainly used | Only in limited amount yes — — — et ct
| Survey - Ankara | and the study phase | | |
| continues from time to| |
time | | |
[
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A
