Kolida KTS440 L Series, Руководство пользователя

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80
⑹
Repeat steps 4 to 5 in the same way from the
second point. When the minimum quantity of
observation data required for the calculation is
present, CALC is displayed.
Press YES to automatically start calculations
after observations of all known points are
completed.
·
Re-measure the point: NO
· Measure next point: YES
· Calculate occupied station: CALC
CALC
(or YES
Or NO)
Resection Pt. 3
S 153.324 m
ZA 61°14′50″
HAR 98°40′12″
Tgt. H
：
1.560 m
CALC NO YES
⑺
Calculate the station point coordinate, when it
is finished, the result is displayed.
·
When distance resection is performed, upper
screen is displayed.
dHD(The horizontal distance between 2 known
points) = measured value – calculated value
dZ=(the coordinate of new point Z which is
calculated from the known point A) - (the
coordinate of new point Z which is calculated
from the known point B)
·
When angle resection is performed, nether
screen is displayed.
@N,@E are the difference between “the
coordinate which calculated from point 1, 2, 3”
and “the coordinate which calculated from point
1, 2, 4”, Z0 coordinate is 0.
N0 56.343
E0 21.890
Z0 0.000
@N 0015 mm
@E 0012 mm
ROBS ADD REC OK
N0 56.343
E0 21.890
Z0 15.557
dHD 0015 mm
dZ 0012 mm
ROBS ADD REC OK
⑻
Press OK to adopt measuring result, the result
is recorded as station coordinate. It restores “the
Bearing Angle Setting Screen.”
OK
Take the third point.
Set bearing angle
HAR 98°40′12″
NO YES
⑼
Press YES to set bearing angle and return to
measurement screen.
YES
Meas . PC -30
PPM 0
S 1234.456 m
ZA 34°45′09″
HAR 126°31′23″
P1
DIST SHV HSET EDM
· Abandon the results and stop measuring: ESC
· Abandon the results and re-measure: RE_OBS (See 15.1 Re-observing”)
· Abandon the results and add known points: ADD
· Adopt the results and record in JOB: REC (Refer to“21.4 Recording Distance Measurement Data”)
(To set direction angle press OK, otherwise press ESC)