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|  SOUTH NTS Total Station Specification & Applications
SOUTH NTS-350/350R
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MODEL
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NTS-355R
(5" 2+2ppm)
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NTS-352
(2" 2+2ppm)
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NTS-355
(5" 2+2ppm)
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Telescope
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Image
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Erect
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Magnification
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30X
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Effective Aperture
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45mm(DTM 50mm)
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Resolving Power
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4"
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Field Of View
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1°30'
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Minimum Focus
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1m
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Distance Measurement (under Fair
Weather Condition) |
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Range w/ Prism
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4,000 meters
(12,000ft) |
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Range w/ non-prism
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200 meters (600ft)
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N/S
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Accuracy w/ Prism
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2mm+2ppmxD
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2mm+2ppmxD
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3mm+2ppmxD
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| Accuracy w/ non-prism |
5mm+3ppmxD |
N/S |
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Minimum Count
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1mm
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Distance Unit
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ft. or m selectable
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Fine
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1.8 Sec.
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Tracking
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0.6 Sec.
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Maximum display
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999999.999m
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Temperature
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C or F
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Atmospheric Pressure
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hPa/mmH/inHg
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Earth Curvature Correction
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k=0.14/0.20/0
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Prism Constant
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0 mm / 30 mm
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Angle Measurement
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Measurement Method
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Incremental Photoelectronic
Encoder |
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Detection Method
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Horizontal:
Dual;
Vertical:
Dual |
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Accuracy
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2"
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5"
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2"
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5"
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Minimum Readout
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1" or 5"
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Sensitivity of Vials
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Plate Vial
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30"/2mm
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Vertical Compensation
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Available
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Type
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Liquid-electric detection/Plate
level |
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Compensation Range
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+/-3'
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Resolution
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1"
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Optical Plummet
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Image
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Erect
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Magnification
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3X
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Focus Rang
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0.5m-infinity
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Display
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Double Side, LCD, Four-line
Display |
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Data Port
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RS-232
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Battery
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6v NiH Rechargeable
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Operation Time
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8hrs
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Charging Time
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1.5 hrs..
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Operating
Temperature |
-20°C~+45°C
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Tribrach |
Detachable
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Tripod Thread |
5/8"X11
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NOTE: Specifications may be
subject to change without notice.
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South NTS-350/350R Total Station Applications
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3-D Coordinate
Measurement & Staking-out
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Azimuth Setting
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Measure and
calculate 3-D coordinates. Display as N, E, Z
coordinate format. Stake out according to
the input coordinate value and display the
position
of staking-out point.
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Automatically set
the coordinate azimuth in the
back sight direction by using the coordinates of
the instrument point and back sight point.
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Missing Line
Measurement (MLM)
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Instrument Height
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Automatically
calculate the horizontal distance,
slope distance and elevation difference between
two target prisms.
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Instrument height
can be obtained through
measuring the height of several points (Max.10
points).
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Remote Elevation
Measurement(REM)
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Resection
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To obtain elevation
of the point at which setting
the prism is impossible.
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Calculate the
coordinate of the unknown point by two or more
known points.
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Angle Offset
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Area Calculation
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Place the prism
(offset point) on the left or right of the
target point and make the distance between the
offset point and instrument point be same to
that between target point and instrument point.
After measuring offset point, face the
instrument to the direction of target point,
then the coordinates of target point will be
calculated automatically.
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Calculate the area
of a closed figure from
measured data or coordinate data file.
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