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SHANGHAI ESURVEY GNSS CO., LTD.
70
5.2.11.4.1.2.2 Set Intersection Point
It is used to describe the entire road with information of intersection point of the route. This
method is appropriate for the line type whose intersection points are symmetrical (i.e. their
corresponding tangent lines are equilong), and start point and end point of the route are on
the straight line segment or its vertex points.
To set intersection point, do the following:
1. To select
Intersection Point
, in
SELECT ROAD(2D) DEFINE MODLE
display,
press
F2
/
2
:
o
Mileage
: the stake mark of intersection point.
Certain characters
K
,
k
and
+”
etc. cannot be contained. e.g. K2+224.224
should be input as 2224.224.
o
North
: the ordinate of the intersection point.
o
East
: the abscissa of the intersection point.
o
Turn:
the turn angle of an intersection point relative to the route. Turn angles
of start point and end point should be set to
0
.
o
Radius
: the radius of curvature of circular curve corresponding to
intersection point. When the route turns left, the radius will be negative; when
the route turns right, it will be positive. At the start point and end point of
route, the value should be set to
99999999.999
or
-99999999.999
.
o
Spiral Len
: the easement curve length relevant to the intersection point.
Please set it to
0
when there is no easement curve.
2. To modify data, press
F2 EDIT
.
3. To add a new intersection point, press
F1 ADD
, input data:
4.
Optional:
To delete the current displayed intersection point and other intersection
points whose mileage is larger than the current one, press
F4 DELETE
.
Summary of Contents for E3L
Page 1: ...Shanghai eSurvey GNSS Co Ltd 1st Edition V1 1 E3L USER GUIDE TOTAL STATION...
Page 2: ......
Page 4: ...SHANGHAI ESURVEY GNSS CO LTD...
Page 10: ...SHANGHAI ESURVEY GNSS CO LTD VI...
Page 40: ...SHANGHAI ESURVEY GNSS CO LTD 30 Orthogonal Stake out The principle is as follows...
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