Hi Guys,
I am looking for a software that is able to help me perform boundary comparison calculations. My current programme had died with my old pc and I can't retrieve. It was an old programme built in DOS.
Anyway I am looking for a similar software that is able to compare boundary distance based on Boundary Plans and what I measured on the ground and produce a comparison for me to analyse the difference in the angular swing and the distance too.
If there is no comparable software, I am back to manual calculation which is quite tedious. haha.
Are you talking about needing another DOS Cogo program or something like Deed Check?
http://www.primacode.com&apos ;">www.primacode.com
This software is very flexiable and powerful, it will give you a considerable amount of information regarding your comparison.
Tom Wilson, post: 361292, member: 247 wrote: http://www.primacode.com&apos ;">www.primacode.com
This software is very flexiable and powerful, it will give you a considerable amount of information regarding your comparison.
All right, will check it out.
Thanks in advance!
sireath, post: 361285, member: 9370 wrote: Hi Guys,
I am looking for a software that is able to help me perform boundary comparison calculations. My current programme had died with my old pc and I can't retrieve. It was an old programme built in DOS.
Anyway I am looking for a similar software that is able to compare boundary distance based on Boundary Plans and what I measured on the ground and produce a comparison for me to analyse the difference in the angular swing and the distance too.
If there is no comparable software, I am back to manual calculation which is quite tedious. haha.
I've never heard of such a thing, but if it's DOS it can't be a new concept. Seems pretty cool...
Here is a sample report from an old file.
LINE : 100- 105 - 0å¡ 0' 7" -0.008 =======> GOOD
336å¡19'23" 38.498 ==> NEW
336å¡19'30" 38.506 ==> P.O.
LINE : 100- 107 + 0å¡ 0'19" -0.020 =======> GOOD
51å¡36' 0" 187.292 ==> NEW
51å¡35'41" 187.312 ==> P.O.
LINE : 100- 110 - 0å¡ 0'51" -0.004 =======> GOOD
326å¡26'43" 310.358 ==> NEW
326å¡27'34" 310.362 ==> P.O.
LINE : 100- 111 - 0å¡ 0'44" -0.005 =======> GOOD
326å¡23'23" 323.372 ==> NEW
326å¡24' 7" 323.377 ==> P.O.
LINE : 100- 510 + 0å¡ 0'25" -0.022 =======> GOOD
49å¡31' 9" 368.857 ==> NEW
49å¡30'44" 368.879 ==> P.O.
LINE : 105- 107 + 0å¡ 0'17" -0.015 =======> GOOD
63å¡26'50" 181.370 ==> NEW
63å¡26'33" 181.385 ==> P.O.
LINE : 105- 110 - 0å¡ 0'57" 0.004 =======> GOOD
325å¡ 3'23" 272.509 ==> NEW
325å¡ 4'20" 272.505 ==> P.O.
LINE : 105- 111 - 0å¡ 0'49" 0.003 =======> GOOD
325å¡ 3'24" 285.527 ==> NEW
325å¡ 4'13" 285.524 ==> P.O.
LINE : 105- 510 + 0å¡ 0'24" -0.016 =======> GOOD
55å¡24' 5" 359.619 ==> NEW
55å¡23'42" 359.635 ==> P.O.
LINE : 107- 110 - 0å¡ 0'24" 0.044 =======> BAD
294å¡ 5'12" 348.684 ==> NEW
294å¡ 5'36" 348.640 ==> P.O.
LINE : 107- 111 - 0å¡ 0'20" 0.038 =======> BAD
295å¡ 9'12" 359.908 ==> NEW
295å¡ 9'32" 359.869 ==> P.O.
LINE : 107- 510 + 0å¡ 0'32" -0.003 =======> GOOD
47å¡22'32" 181.816 ==> NEW
47å¡22' 0" 181.818 ==> P.O.
LINE : 110- 111 + 0å¡ 2' 0" -0.001 =======> GOOD
325å¡ 3'47" 13.018 ==> NEW
325å¡ 1'47" 13.019 ==> P.O.
LINE : 110- 510 + 0å¡ 0' 0" 0.074 =======> BAD
92å¡25'45" 452.512 ==> NEW
92å¡25'45" 452.438 ==> P.O.
LINE : 111- 510 + 0å¡ 0' 1" 0.067 =======> BAD
93å¡43' 0" 460.529 ==> NEW
93å¡42'59" 460.462 ==> P.O.
Recommended base line : 100-105
M-Correction to apply : +0å¡0'7" to all bearings.
Difference in distance : -0.008
Length of line : 38.498
POINT NO DIFF.NORTH DIFF.EAST DIFF.DIST
------------------------------------------
105 0.005 -0.002 0.006 --> In position
107 0.027 0.004 0.027 --> In position
110 0.044 0.060 0.074
111 0.041 0.053 0.067
510 0.051 -0.014 0.053
------------------------------------------
2 points found in position.
It compares the distance and bearings of each line(New-being measured on the ground PO, ie Per Original as what is on the boundary plan). I could input in a tolerance like in my country the tolerance of movement for boundaries are set at 30mm. So I input in and it automatically search for best fit.
It will be good if the new programme could automatically accept my sdr files.