Kolida KTS440 L Series, Руководство пользователя

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123
⑸
Sight the point that to be intercepted near the
slope, press MEAS to start slope setting-out. It
chooses proper slope from the data input in
previews PROCEDURE. Supposes the height
of target point is level benchmark, and
calculate the point to be intercepted. The offset
from measured point to calculated point is
displayed.
The indication of arrow
：
↓ ：
Move prism towards station point.
↑
：
Move prism away from station point.
← ：
Seeing from station point
，
move prism to
the left.
→
：
Seeing from station point
，
move prism to
the right.
Setout
Setout PSM = 0
PPM = 0
Fine “S”
STOP
Slope Setout
↑ 7.670 3
← -1.001
S 2.341 m
ZA 96°15′29″
HAR 295°00′17″
MEAS STOP
⑹
Move prism according to the indication of
screen, press MEAS. When 2 arrows are
shown in the third and fourth line of the screen,
it means the setting-out point is found.
Move
prism
+
MEAS
Slope Setout
↑ ↓ 0.000 3
← → -0.001
S 2.341 m
ZA 56°10′29″
HAR 95°20′17″
MEAS STOP
⑺
Press ESC to return to the screen of choosing
slope.
Set out the next point fron STEP 4.
Slope Setout
Choose (L ) or (R )
Cut L
：
2.150
Fill L
：
0.000
Cut R
：
2.150
Fill R
：
0.000
L R
1) An intersection can not be computed if the ground surface passes through the hinge point.
2) The cut is not displayed because the cut at the computed point is zero.