HISTORIE, TECHNIEKEN EN MAATSCHAPPELIJKE ...
HISTORIE, TECHNIEKEN EN MAATSCHAPPELIJKE ...
HISTORIE, TECHNIEKEN EN MAATSCHAPPELIJKE ...
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The geographic coordinates finally obtained by adjustment and scaling on<br />
the Hiran-net were converted into the U.T.M. system based on the<br />
International spheroid.<br />
In this system Suriname falls in grid zone 21, with 57' West Longitude as<br />
the central meridian, which brings a large part of the country in zone 22. In<br />
order to project the whole area of Suriname in one zone and to apply the<br />
scale-progression harmoniously, the central meridian was moved to<br />
~~=55~41' W.L., with a scale factor (h0=0,99990).<br />
7.3. Doppler Satellite Positioning<br />
As third phase in the densification on behalf of the aerial mapping the<br />
south-east corner of Suriname could finally be surveyed in 1977, using the<br />
Doppler translocation system. According to the required accuracy of the<br />
coordinate-values, the short arc geodetic adjustment was also chosen. The<br />
standard-deviations of the coordinates in the World Geodetic System 1972<br />
(W.G.S. 72) related to the base-station (i.c. Palumeu-airstrip) varied be-<br />
tween 0,085 m and 0,604 m. In order to incorporate the Doppler points into<br />
the Suriname system, the W.G.S. coordinates were converted to the Inter-<br />
national Spheroid (datum-shift) and transformed into the modified U.T.M.<br />
(central meridian at 55'41' W.L., scale factor h0=0.99990).<br />
7.4. Primary levelling<br />
The need for establishing a uniform vertical datum became urgent when in<br />
the early fifties of this century the Brokopondo Project and other activities<br />
which would influence hydrology down streams, were being planned.<br />
In September 1957 a uniform datum was introduced referred to as the Nor-<br />
mal Suriname Datum (N.S.P.), being mean sea level, as measured at the<br />
mouth of the Suriname river in 1956.<br />
This datum was spread through careful levelling and monumented by bench-<br />
marks throughout the northern part of the country. Later during subsequent<br />
surveying in west and south-east Suriname, this levelling-net was expanded<br />
further, totalling about 5000 km with bench-marks at every 2 km (approxi-<br />
mately).<br />
7.5. The new topographical map 1:50.000 (Central Bureau Aerial Surveying)<br />
The geodetic frame work and levelling discussed earlier in this chapter<br />
were principaly intended to serve as a basis for a new topographical map of<br />
Suriname on the scale 1:50.000.<br />
To incorporate the new map into the South American Continental System,<br />
the formerly used Bessel spheriod is replaced by the International (Hayford)<br />
spheroid, and the modified U.T.M. is going to replace the up till now ap-<br />
plied stereographic projection.<br />
7.6. Gravity Surveys in Suriname<br />
The history of gravity-surveys in Suriname starts in 1945 with a single ob-<br />
servation by Harding at Zanderij-airport.<br />
A more extensive survey in connection with the International Geophysical<br />
year (1957-58) was conducted by Veldkamp (19 stations) followed by an ex-<br />
tension in 1958 (1 15 stations).<br />
The very promising results from these surveys gave the impetus for a re-<br />
gional gravitational survey by Van Boekel in 1960.