SURCON QUESTION: YOU HAVE BEEN ASKED TO PRODUCE A
COMPOSITE LAND IN DISPUTE PLAN FROM THREE EXISTING ONE. PLAN MARKED EXHIBIT “A”
WAS PREPARED IN 1923 WITH THE DIRECTION OF TRUE NORTH SHOWN AND SCALE
INDICATED. NO BEARINGS AND DISTANCES WERE GIVEN. PLAN MARKED EXHIBIT “B” WAS
PREPARED IN 1940 ON TRUE NORTH WITH BEARINGS, DISTANCES AND SCALE GIVEN. THE
THIRD PLAN MARKED EXHIBIT “C” WAS PREPARED IN 1972 ON NATIONAL NORTH WITH
BEARINGS, DISTANCES AND SCALE INDICATED. A SURVEY BEACON NUMBER TA 5429 IS
FOUND COMMON TO ALL THE THREE PLAN. DESCRIBE HOW YOU WOULD PREPARE THE
COMPOSITE PLAN ON UTM.
Plan “A”: Scale, True North
Plan “B”: Scale, True North, bearings
and distances
Plan “C”: Scale, National North,
bearings and distances
The
composite plan shall be prepared through coordinate transformation as follows:
1.
Plan
“A” shall be transformed to plan “B”
2.
Plan
“B” shall be transformed to plan “C”
1. Transforming plan “A” to plan “B”
Plan “A” and
plan “B” have common North direction. This implies that the axes of their
reference ellipsoids, and that of their prime meridian is Greenwich. And since
no bearing and distance is indicated, no coordinate transformation canbe carried
out from one plan to the other. However, if the scales are different, we shall
find the scale correction and apply it to the coordinates of plan “B”.
2. Transforming plan “B” to plan “C”
Plan “B” and
plan “C” have two different north direction and therefore different coordinate
systems, which can be transformed from one to another. Since plans have common
survey beacon TA 5429, coordinates of the beacon shall be transformed from plan
“B” to plan “C” using 7-parameter transformation. Thus,
Where
M: Scale
correction
3. Transforming plan “C” to UTM
Transformation
of plan “C” to UTM shall be done by using the formular:
R: Rotation matrix
The new plan
will be drawn using the final transformed coordinates.
DISCLAIMER: This material
is only an attempt to answer an examination question, though written from a background
of solid knowledge and practical experience in Surveying and Geoinformatics. It
has not gone through peer review. Therefore, all views and opinions expressed
therein remain the responsibility of the author and do not necessarily
represent that of any institution. Feedback on corrections and
constructive criticisms are welcome. ThanK you.
No comments:
Post a Comment