Journal: Blastserve A Technical Discussion Forum for ISEE Members / A discussion about cased wells.

- Organization:
- International Society of Explosives Engineers
- Pages:
- 2
- File Size:
- 501 KB
- Publication Date:
- Jan 1, 2010
Abstract
Does anyone have any definitive information on vibration limits for damage to well casings near blasting? Also, are people using self-imposed limits when approaching cased wells? I can only tell you what I have personally done with success. Often in new construction in hard rock, the well is drilled before the foundation is excavated and before the ditch for the water line is excavated. These both require drilling and blasting. Under these circumstances when blasting for the ditch for the waterline we will drill right up to within 10 inches (not feet) of the well casing. We drill line holes the width of the ditch, then about a foot from this, another row of trim holes then as we move away from the casing holes for 1 1/4 inch stick powder for about three rows then as we get further still, we can load with ANFO. I do not have vibration data for this but my experience has been that as long as you are not displacing the material into the casing that no damage is done. These typically are steel casings for residential water service.
Citation
APA:
(2010) Journal: Blastserve A Technical Discussion Forum for ISEE Members / A discussion about cased wells.MLA: Journal: Blastserve A Technical Discussion Forum for ISEE Members / A discussion about cased wells.. International Society of Explosives Engineers, 2010.