carlorom
Geotechnical
- Apr 21, 2001
- 46
To measure top of a circular concrete pier 2m wide (inner diameter about 13m) about 1.5m up from datum point within 0.2mm on a grid of 150mm spacing (this will mean around 3000 points)
To test same for flatness deviation all round not to be more than +-0.5mm
To establish whether this "ring" is within 0.1 degree of horizontal.
This is then also connected to establish position to a nearby tower to within 0.5mm (distance around 30m further but much higher (I guess around 30m up)
Any suggestions as to methodology, precautions to be taken, and suggested instrumentation will be welcome. A bit of brainstorming on this would be welcome.
I propose to use a precise electronic level to get the levels to 0.2mm. What worries me is the positioning of the points on the pier (3000 of them) in plan (Y-X) to this same degree of accuracy or even 0.5mm. To this effect I envisage two single second total stations on a baseline within 1mm accuracy (EDM specs are 1mm plus 2ppm). The simultaneous intersection using such instruments (duly calibrated) should yield accuracies of this order as long as the baseline is around twice the diameter of ring.
I believe the site is also quite windy sometimes!
Any advice is welcome!
To test same for flatness deviation all round not to be more than +-0.5mm
To establish whether this "ring" is within 0.1 degree of horizontal.
This is then also connected to establish position to a nearby tower to within 0.5mm (distance around 30m further but much higher (I guess around 30m up)
Any suggestions as to methodology, precautions to be taken, and suggested instrumentation will be welcome. A bit of brainstorming on this would be welcome.
I propose to use a precise electronic level to get the levels to 0.2mm. What worries me is the positioning of the points on the pier (3000 of them) in plan (Y-X) to this same degree of accuracy or even 0.5mm. To this effect I envisage two single second total stations on a baseline within 1mm accuracy (EDM specs are 1mm plus 2ppm). The simultaneous intersection using such instruments (duly calibrated) should yield accuracies of this order as long as the baseline is around twice the diameter of ring.
I believe the site is also quite windy sometimes!
Any advice is welcome!