how far in feet can the oil company drill a bore hole..i seen one that was 7000 feet can they go more ?
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Why are you asking ?
Joseph ,
I asked because in the Gulf the laterals are quite lond.
On shore in the shale plays are experimenting with different length laterals in different areas.
In Pa, they are going down to a total depth of over 7000' and drilling laterals that are 6000-7000' for a total of approx 14,000' There are drilling rigs capable of more but not in use here. Maybe someday they will bring these in also.
These are the longest horizontal sections I've found in the Utica so far:
CNX NBL 19B 11,018'
Antero Myron 11,622'
Try 35,000+ ft horizontal bore in Qatar, at the bottom of 5,000+ ft vertical.
http://www.drillingcontractor.org/continuous-improvements-lead-to-m...
m&y -
During my 31 years in the O&G business, the deepest onshore vertical well that I worked on was about 12,000 ft measured depth (MD). The deepest well with lateral that I worked on was 17,000 ft MD (12,000 ft vertical with a 5,000 ft lateral).
Offshore, the deepest high angle well that I worked on was 24,000 ft MD (60-70° deviation through the pay zone)
The rig equipment is usually the limiting factor: mud pump HP to provide circulation ability, draw works hoisting capacity to suspend and move heavy loads such as drill-pipe, casing or liners, and rotary table or top-drive-sub torque to initiate movement and rotate pipe.
Brian
Curious to learn how much horsepower it takes to install new sections of casing / drive and turn the bit considering that length and stationary weight of the installed casing segments ? ?
J-O
I looked up data for an offshore floating rig (semi-submersible) that I'm very familiar with. The rig basics:
derrick maximum load: 1,500,000 lbs.
mud pumps: 3 pumps rated at 1,600 hp. each
Top drive rating: 50,400 ft.-lb. of torque at 120 rpm in low gear.
The first time that I flew offshore in the Caspian sea to a platform rig, 9-5/8" diameter casing was stuck at about 2700 meters measured depth. The rig's derrick load capacity was 1,250,000 lbs., as I recall. The pipe was worked repeatedly to about 700,000 lb in an attempt to free it and pull it from the hole. When this was unsuccessful, we cemented in place, drilled out and ran a smaller diameter liner deeper before drilling the open hole section and completing. I fondly remember the groaning of the steel derrick members and the block/tackle equipment as it strained under the load.
It's worth knowing that pipe in a mud filled hole is buoyed by the mud and is not as heavy as the pipe weight in air. But if the pipe connections or other hardware (centralizers, circulating sleeves, etc.) are dragging on the low side of the hole, then the hoisting equipment can be tested severely.
Brian
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