AN ARRANGEMENT AND METHOD FOR DRILLING WITH OPTIMAL PENETRATION RATE
Field of the invention
The present invention relates to drilling in the subsurface .
Technical background
Today, all drilling for oil and gas is done by means of Polycrystalline Diamond Compact (PDC) bits that cut and rolling bits that crush. PDC bits are used in soft rocks while rolling bits are used in hard rocks.
During drilling, the bit is rotated while it is forced towards the bottom of the hole with a certain force . If this force becomes too high, the cutters on PDC bits are torn off while the bearings on roller bits are destroyed. In either case, the bits will be short lived and debris (often hard parts that have to be removed) will remain in the hole. If the weight on the bit becomes too low, the drilling will become ineffective.
In order to assess the weight on the bit during drilling, a weight cell is used which measures the weight in the lifting block that suspends the drill string with the bit.
The drill string is rotated with the bit positioned just above the bottom, and the weight is read. When the bit touches the bottom, the weight on the block is relieved and in theory it is possible to see which degree of relief that corresponds to the weight on the bit . The problem is that when drilling at 4,000 meters, the weight of the string is 100 tons and the force on the bit should be 5 tons ± 1 ton. The pointer on the scale is vibrating with an amplitude of more than ± 1 ton, so the weight can be in the interval 0-10 tons as the regulation is performed by
feeding more or less string according to the driller's experience. Additional difficulties will arise when drilling from a vessel heaving in the waves. This is intended to be counteracted by the heave compensators, but the uncertainty in the weight/force on the bit increases.
During drilling for gas and oil, water (commonly with clay (mud) added) is circulated down the drill string and up the annulus between the drill string and the rock wall. This water (mud) circulation is motivated by many reasons :
o 1. It is primarily intended to lift drill cuttings to the surface,
2. To cool the drill bit,
3. To prevent the hole from collapsing,
. By adding a lot of clay, the specific weight can be s increased up to 2.2 kg/dm3. Sudden increases in pressure when running into oil or gas are choked by the heavy fluid and blowouts prevented,
5. If the string is stationary, like when using coiled tubing, a motor can be driven by the fluid flow that o again rotates the drill bit,
6. In soft rock, the fluid may be scavenged through nozzles in order to obtain a doubling of the penetration rate.
Circulation is obtained with mud pumps with pistons, which 5 often have a maximum pressure approaching 500 bar.
Recently, a drilling hammer driven by pressurized water instead of pressurized air has been developed. Initially, it was intended to replace pneumatic hammers in order to avoid dust nuisance in mining drifts during drilling of
Ω 0 • if CQ if H- li cr rt ■~i 0" 3 ι-3 P- •σ 0 Φ ≥ μ. cr rt a ft) *χl cr μ 0 rt 0"
CD 0 0 SD Φ rt μ- CQ 0 μ- ' φ o Φ Φ Φ 0 Hi Hi 0 0 >< ø 0 cr 0 μ- 0 ii if 0
0 Si) li μ. Ω i rt rt ft) rt Φ ft) rt CD CQ CO Hi 0 rt fl μ 0 t. rt M Φ H rr Ω_ 3 rf ft) μ- Q ft) oi CQ 4 " rf Ω ω H Φ rt ft> ø 0 4 0 CQ H CQ Φ
H- ft) ø 0 Hi s rt rt $ Hi 0 0 CO μ μ- Ω if rt CQ Φ Φ rt rt μ- Φ W CQ
3 cr 0 O CQ H. Hi Φ μ- μ- 0 ø ft) Ω- μ- cr rt rt φ Φ μ- Ω- ω øJ 0 0 ii
CD Φ Hi φ 0 Hi Ω H ø ω CD cr (-< 0 μ- ii CQ ø . ω Φ ft) CQ rt Φ . — . rr o ti CQ 3 μ- 3 ft) H Ω rt P- øJ φ φ 0 <! CQ μ- 0 o CQ if CQ tf-.
H 0 0 rt μ- Φ Ω ft) Φ 0 0 Ω_ φ ts rt ø ø 1 øJ rt cr Φ Φ
Φ 3 rf t-f rt rt rt μ- ø -> 0 rt rt £ rt 1+ μ øJ ft) Ω- < l ft) μ- i-i 0 »K co φ ft) Φ CQ ø" φ • •< 0 Hi rt if if ft) 0 *< Φ Φ rf μ- o 3 rt rt 3 rt
. CQ ΓT μ- CD ø ft ti if Φ Φ rt cr σι ii CQ s: ø 3 Φ o_ μ- 5 μ- Ω CQ rt rt rt 0 μ- øJ 0 ft) o μ- Φ if rt 0 CQ ii Φ 0 Ω μ- rt 0 ■ ! t cr μ- K 3 m cr •o ft) <! Ω o CQ lb ft) ft) H1 Φ ii μ- 0
O ø Ω Φ 0 *< 3 r o μ- φ rt Φ 0" 0 3 rt ? ^ <! rt ø S <! Hi
0 μ- rt Φ rt rt μ- rt 0 . μ- ff rt μ- 3 μ- ft) 0 rt μ- Φ Φ 0
03 Φ Hi cr rt s ω ft) ft) ø* CD CO φ s; Φ CQ 0 m Φ 0 ><: CQ O 3 ø1 ø ii . *• rt μ- O 0 rt Φ cr øJ <! μ- )i ø CQ ø Φ ft) rt ft) φ Φ rt 3 £ P- Φ ft) ft) ■-i φ Φ ^^ f . rt ft) 0 rt CQ μ m 0 μ-1
Hi φ rt Ω_ • ø * Φ cr ii ft) 0 *- 0 Φ i ^ μ- 0 Ω- ϋ 0
CQ Ω- ø- rt Ω_ μ- T- μ- Ό Φ rt S ø - ; Φ Φ O μ ft) ft)
Φ Φ ft> 0 H3 rt cr rt ø μ- 0 μ- ^ μ- μ- μ. 0 w 0 μ, CD Hi Ω- ft> t 0 φ t-r φ P- 0 CD rt μ- ø CQ rt CD 0 0 0 μ-
0 CT cr ■~i Φ •α rt rt ø Φ ø μ- ø- 5 rt rt 0" Hi CQ Ω μ- H ø rt Ω- μ- μ- 0 - rt 0 0 0 CQ ø 0 ri φ 0 tJ μ- Φ rt Q if t rr rt Φ i Hi 0 ■t 3 rt CQ rt rt >i μ- μ. μ. Φ rt ι-i CQ Ω_
Φ H- ft) μ- φ 0 ft) φ H. ft) ø- O S
M Ω- ø fi μ-
0 fti ft) rt ft) rt . H li ø 0 rt Ω Φ Φ CQ c CQ μ- μ-
CT • cr Φ Q cr » << P- 0 *< Φ 0 <J r ø" μ- ft) H ^ ft) 3 ft) μ- μ-1 rt
H- ft) W 0 rt C μ- o CQ 0 Φ ø s; μ ft) H. μ- CQ ? rt H1 ø" rt μ <! μ. μ- φ rt o rt Ω- 0 <! Φ P- rt φ P- ø rt CQ ø Φ Φ μ-
CQ 0 Φ ft) Ω Ω o t rf Ω 0 φ μ- ø CQ O Ω- 0 Φ ø rt ø ø Φ
S ø* ft) J 0 μ- φ øJ ft) H H ø CQ rt ri μ rt 0 cr CQ
H- 0 Ω rt μ- Φ 3 CQ 3 Φ H ft) ^ rt ø r CQ ft) 0 Φ ft) rt T-5 l t-f ø* Q- ø φ Φ CD μ-1 •ϋ μ- r μ* øJ Φ μ- cr cr CQ μ- Ω- rt Φ Φ φ CQ CQ rt rt cr φ μ- cr 0 Φ rt Ω- ø μ- Hi φ ft) 3 Φ 0
CQ ^ μ rt Φ H 0 α. Ω- Φ ø 0 CQ rt 0 φ φ CQ p- 3 cr CQ CQ ø H μ- rt Ω ft) Φ t o S - a ω ø rt CO rt cr rt s; m 4 rt r CQ •d μ- . 0 f ■ ! 0 CQ 0 if ø rt • ø < μ- 3 tf rf μ- 0 Λ" CQ 0 3 0 ø' rt Φ 1 - ft) ri 0 3 øJ φ φ Φ rt rt ft) • 3 μ- φ s; μ- rt co 0* Φ ι-3 0 μ 0 o CQ
0 0 ϊ-r Ω rt rt $ t3 m CQ φ ft) 0 t 0 øJ it-. φ ii • rt if 3 0 Ω Φ ≤ if μ- μ- 1 øJ μ- rt 3 ft) Q. Φ Ω- CQ Φ Φ
CQ 0 0 0 l !-r Φ H Q CQ Φ LΠ CQ μ- μ- 3 Φ ii ; CQ H
0 cr rt rt 3 Φ rt ø" 0 CΩ
■ 3 μ- 0" CO ft) Φ rt
3 Φ rt H ø ft) ø ω CQ μ- •d 3 rt ø μ- Φ øJ 3 ft) ^ ø Hi Hi
Φ Hi 0 0 tr 13 rt μ μ Ω ii Φ rir - Hi
P- μ. 0 3 0 μ 0 μ-
0 3 ft) ft) Ω_ rt li 0 φ t 0 rt μ. 3 φ ii if rt 3 c s; rt φ li CQ
^ rt 3 rt t-r μ- rt ft) μ- cr Φ φ rt P- o ra φ μ- —• φ Ω
Φ S ø* 3 Φ H φ t-i ft) rt ø ft) H, CQ rt ft) 0 f rt ii rt << rt O ø μ- Φ φ Ω_ μ- CQ rt - CQ cr CQ ø- ii μ- μ- CQ rt rt Hi CD Φ -> 0 Hi Ω- rt μ- Ω ft) ft) ft) < φ * if I-1 μ- μ- rt rt ^ rt Φ TJ ft) P- 0 if ø ft) ø rt ø φ ^^ Ω-
Φ ft) 3 0 ffi H μ- if ? φ rt ii μ- ft) CQ ø Ω- Ω_ CQ
CQ C μ- φ if H μ- Ω H rt r ft) rt rt rr ø Φ 0 Φ H cr rt ø" CO øJ i Q ø ø 0 φ if ft) φ Φ ι-t Φ 0
It seems that this instability problem can be solved in one way only; with full continuous control over the weight exerted on the drill bit.
Brief summary of the invention
The object of the invention is to provide an arrangement and method for drilling holes in the subsurface that avoids the drawbacks mentioned above. In particular, the invention relates to an arrangement and method for drilling with a steady and high penetration rate, achieving a longer life span for the bit.
Another aspect of the invention is that feedbacks regarding the work conditions of the bit/hammer is obtained more rapidly, and these feedbacks are more accurate and unambiguous than in prior art systems. Thus, the drilling can be done under safer conditions as error conditions can be discovered more rapidly. Further, one is not so dependent on the drilling crew's experience for empirical control of the drilling/ and the drilling process can be more easily automated. In addition, the arrangement and method according to the invention is more cost favourable than alternative solutions according to prior art.
This is obtained in an arrangement and method for optimal drilling as defined in the appended patent claims.
Brief description of the drawing
The present invention will now be described in relation to the enclosed drawing, which shows an arrangement for drilling holes in the subsurface, and which makes use of the invention.
ft) * Ω rt . -. « cr Hi cr ft) rt >d oo rt CQ μ- σi ( ■ t Hi Hi rt H3 μ- 3 O Hi rt rt μ- (-3 a
0 μ, 0 t J < 0 Φ ii cr 0 ø • 0 ø" ii ø • if Φ Φ ø øJ rt O O O ø ø ø øJ Φ
Ω- Φ 3 Ό μ- 03 rt 0 μ- 0 cr 3 $ μ- μ- l_l. cr Φ Ω- Ω_ cr φ CD rt Co li CQ ii cr <! Φ rt
CQ TS Φ cr CQ $. μ- ø <! μ- T3 ι-3 φ 03 3 φ ι-3 Φ μ- φ O CD o ø μ- φ ft) rt CD 0 CQ ii μ- φ P- i Φ ø øJ μ • Ω ø' Hi Ω O r ø Hi μ μ- Ω_ μ- ø ø CQ μ-
0* 0 CO ft) cr φ CQ ,— , Φ μ- μ- rt Φ 0 0 <! 0 CQ μ- Hi r ii ft) ø Q rt ø
Φ ii μ- 0 rt H 0 s; Ω_ ø Φ ø ø 0 ii μ- Φ • cQ Ω μ- O CQ μ- cr Φ
Φ rt Hi μ- *<: μ- ii rt ft) o ϋ ø CO cQ ii μ- φ H ii ft) 0 ii ft) φ *ti ft) O CQ Ω-
3 μ- ø rf μ- if ø ct μ- Ω- rt ø φ •-3 μ O ø !—• rt ø ø φ
Φ μ- 0 Ω_ CQ r \f H Φ Ω- CQ ft) ft) cπ J. cr Ω. ft) Ω- ø- Φ rt rt μ- μ- if Ω- iQ Ω- ft) ø ø μ. φ Φ H CQ 0 0 μ. Φ Φ Φ Φ ft) ft) O ø Ω Φ 0 ø Φ
CQ CD μ- 3 cr Ω_ P- øJ ft) Hi Ω 0 Z Ω μ- r CQ li 03 rt H CQ ft) Q- CQ Φ 03 ø rt ~ ø Ω Ω_ φ Ω 0 0 H Φ 0 μ- rt ø ø 0 H ii if Φ CQ 0 cr P- ii μ- 0 Ω ii øJ H Ω_ 0 ii 0 μ- S £ CD rf •- 0 H 0 CQ r 0 μ- μ- 0 Ω- 0 CO μ- M ii μ- ø rt ii
Φ Φ Ω co M μ- ii rt 0 0^ 0 øJ Ω- ii μ- CO Ω CQ $ φ ø φ μ- H1 CQ μ-
3 0" Hi Ω H1 φ rt Φ ft) Hi ø Φ CD cr H Φ d
Φ 3 0 μ φ rt μ- rt μ- rt Ω LΠ Φ Q ø μ- Φ Φ Ω rt μ- μ- ft) * rt
0 0 CO 0 Φ Ω ø 0 Hi 0 T3 ø Ω- ø- 0 Ω- Φ $ ø ft) rt O if ø μ- ø ft) μ- rt Ω- Φ μ- Φ rt O i CQ ø Ω i μ- Φ 3 μ- CO Ω μ- Ω Ω Ω_ 3 Φ ø CQ Ω- 3 O
CO Hi 0 Ω- ø_ φ rt ø CQ 0 rf 3 μ- Hi 3 CQ Ω- ?r rt Ω- • μ- i O Q μ >d ø
CO . μ Φ μ- - *d ø rt rt o 0 μ- øJ 0 li CQ O CQ rt ø' μ- H
Ω- 0 rt μ- Ω_ ø Ω- Φ H- Ω_ f-1 μ- 0 0 CQ S 03 ω Ω_ μ- |p 0 0 tr ø' ft) H φ 0 μ- -3 0 Ω ft) ø •d 0 φ ø cr 0 0 ft) φ Φ 0 cr Φ ft) 3 H Hi m ft) ø Ω CQ rt ø* Ω- CQ CD CQ CQ μ- • _ »d 03 rt ø 03 ø Ω- 03 ii 3 3 μ- Ω- tJ μ- CO 0 Ω_ 0 HI ft) ii rt ø TS μ- rt 0 μ- CQ 0 *" 3 φ ø Φ rt o_ ø φ ft) μ CD μ- Ω- ft) ii Hi i Ω 0 ø μ μ- ft) ø Φ Ω- i φ μ CQ 03 if ft) μ- cr ii ft) ø rt 0 ii μ- 0 0 ii rt ft) ft) ø CQ Ω- ii Hi 3 ii - Ω φ
•<! 3 rt Φ Φ ø Ω_ ø" 3 3 μ- 0* ø i is 0 rt 0 μ- <! Ω μ- ft) O . ii i
Φ φ rt φ Φ ft) μ- • CQ Ω - CQ Φ CQ 0 φ 0 ii s; M Ω μ. ft) μ- μ- μ-
Ω- ft) rt ø ø Ω_ rt rt 0 ø Ω_ Φ μ- Ω- rf ø^ μ- Ω μ- μ- μ- Φ Φ K ω CQ cr ø
CD øJ CQ μ ø" CO øJ ^ CQ ii CO • — €, 03 if rt Ω_ rt CQ rt • 0 φ <!
0 ø Φ Φ ø μ- Φ ø Φ Hi ft) ir rt cr φ Φ 0 øJ 03 Ω 3 ^ Hi CQ Φ
0 ii Ω- Φ ø ^ Hi 0 ø μ- rf μ- ^ 0 CQ μ. H Hi rt ^ 0 Φ φ 0 ø
Φ Ω Ω_ ≤; Hi Ω- 0 ø 0 03 0 Ω 0 cr Φ 0* O ft) μ 0 ø <: l-1 ii ft) rf ft) Ω- ø ft) ft) ft) ft) ii 0 μ- μ- μ- ø- Hi ft) 0 Ω- ft) CD ^ ii ø μ- ii < Φ 0 μ- μ. 0 rt H Ω μ- Ω rt P- Ω 3 rt 0 μ i *< μ- Ω_ ø Φ ii Ω- O
3 Ω- H Ω- 0 CQ H Φ H rt 0 ø" Ω ft) Φ μ- T3 CQ rt Ω- CQ Φ ø •- ft) ii φ ø o 0 φ ? μ- oo rt CQ ø Φ ft) μ- if ø rt if μ rt CQ X rt 03 μ- 3
0 £ 0 £ rt ft) O rt φ 0 • if ^ ø 0 03 ø o if Φ μ- øJ . ft) μ- rt cr μ- ø rf μ- if Hi ø" Ω_ ø ii CQ rt rt ■<: l-J. ft) Φ 3 rt M Φ 3 O if ft) 0 rt 1 rt φ φ μ (0 0 rt Φ ø Ω CO φ φ ø 0 ι-3 <τ5 ø φ μ- Ω_
0 CO if rt 0 øJ CQ 0 Φ Ω- cr 0 rt Ω rt Ω_ cr μ- Ω. if ft) Ω- ø μ- ii rf Φ Ό CQ øJ 0 0 CQ 3 μ- 0 Φ rt en ø 03 HI μ- ø ii φ Φ H μ- O CQ 3 ii ι-Q Ω- ø if φ CQ ft) 3 øJ ft) ø <! 3 0 cr • ø' ø CQ μ- - 0 £ φ o Φ ø μ- 3 ft) ø* φ 3 φ CQ Φ ii cr Φ Φ CQ H Ω- ft) <! ø *
• ø ft) μ- Hi •d cr 0 ø rt μ- Ω- • ^ 0 *< CQ $ μ-1 0 μ- μ φ 1 μ- rf
3 i Hi . Φ 0 rt 0 rr 4 ø ϋ Hi Hi 03 0 rt iso μ- Ξ rt i ø øJ r
Φ φ ii μ if "-3 CQ μ- φ Ω μ- > Hi μ ft) rt cr ø - rt CO 0 ft) rt 0 - 0 rt 3 μ. CO Φ φ if 0 l-1 rt 0 cr ft) ø ii 03 cr if rt 1 μ- 0 μ- Hi
0* Φ φ φ ø* Φ 0 ø Ω 0 μ" i Φ 3 ft) φ μ- S i ø' CQ CQ O φ Ω
Φ ø ø < 0 ft) rt Φ 0 Ω- μ- rt Ω t-1 Φ μ- μ- μQ ø if Ω μ- O Φ 0 O r rt rt φ 0 Ω- if μ- μ- ø * Φ rt ø CQ 0 CQ μ- O ø H 3 3 μ- if
Η CO ϋ Φ 0 ii Φ H ø Q Φ 03 ] l-J. if φ Ω μ- CQ Φ φ μ- O M φ ø . ft) ø μ- ii φ CQ ^^ . φ rt 0 μ- ' ø 03 rt φ
3 H μ< CD Ω- ø μ- Ω Φ rt CQ Φ cr O Ω-
*ϋ H3 ft) 0 H ft) ø ø H3 rt 0 H μ- P- CQ ii ø* ø CQ rt μ- 0 Φ CQ Φ 0 rt ø" Φ ii ii ^
rt ø Hi cr μ. id cr Ω H3 Ω- rt Ω μ- H Ω cr ft) < ø ø 3 CO ^ μ- Hi cr Hi SI Ω_ /
/ cr ft) cr i-3 if 03 0 ft) if μ. 0 0 if ii 0 ft) ø 0 ft) ft) μ- . ø Φ φ μ- ø O 0 0 CO φ ii 0 03 if φ Φ μ. Ω Φ Φ fi 0 φ μ- cr 0! cr ø <! ft) μ- ft) ø 1-3 l_J. H μ ii φ μ- H μ φ
Ω_ .Y 03 φ rt ii μ- CQ H Ω- φ rt rt CO CD H φ Ω Φ Ω • 3 fV 0 Φ ^ rt
•« Ω- TS 03 if ft) •d Φ φ Ω- Φ φ ii ft) O • ø O Ω Φ ø- Φ Φ M if Φ ø" Ω- φ li ii H 0 o Ω μ μ- j φ 0 μ- ^ ii ii CQ rt • 0 ø KΩ μ- Φ 0 H Φ ii
0 rf μ- Φ μ- μ rt Φ ø ft) Hi Φ μ- Ω- Ω cr μ| Φ μ- O Hi cr -J ø CQ μ- Q if <! 03 Φ Φ 03 CQ rt o rt ii 03 rt CQ ft) if if CO Ω <! ii O Φ μ μ- CQ cr Φ Hi rt φ μ- 03 H Hi Φ Φ ii if ft) if I-1 cr Φ φ ft) Φ 0 • 0 O H μ- CQ ft) H if ø μ- ft) 0 ø φ M 0 H rt 0 ft) Φ 3 0 0 — CQ 03 ø μ- if CQ ii 03 ø Ω_ ii rt rt rt - 0 μ- ■t φ 03 CD if ft) 0 CQ Φ rf *• PJ ft) μ- ø
0 ft) Φ rt Ω 0 ii CQ Hi ø 0 μ- Φ cr Ω- 3 Φ rt Ω_ . rt ii 3 Ω- CQ
Hi' Ω rt - ii rt ft) Φ μ- ft) rt Ω_ rt μ- ii CQ Φ <! Φ < if CQ μ- Φ O f if μ- if 0 0 0 ø ii ii Ω rt ii ø Hi ø Hi Φ rt rt Φ φ Φ Ω id 0 ii Hi 0 rf i φ ft) ø Φ rt Hi rt CD μ- μ- O " ft) ft) ft) 0 •d ii if ø* ii ft) O φ ø Ω_ Φ H ø ø* ii cr CQ ft) μ φ ø 3 ø 0 Φ ø rt Ω μ *<: Φ O ft) Ω- ii 0 φ μ- O μ-
Φ Φ if 0 Hi CQ 0 ø Φ μ- CQ ii 03 øJ Φ Ω ft) Ω- li Hi Ω O 03 Ω ^ r
03 ft) 0 :> Φ 3 rf ii Q μ- m rt 3 Φ •- Hi Φ Ω μ- μ- μ- μ- • 0" Hi Ω O
Ω- 03 3 rt μ- 0 0 μ- 03 ø Φ ϋ μ- μ. Φ ø ø μ- 3 φ 1 ø Ω- oo μ. 0 3 μ- ø rf 0 CO μ- α CQ - ft) 03 03 Hi 0 ft) Ω. ft) l-J. 03 Φ H ii ø! if rt 0 <! O μ- i φ μ> " Ω- CO if ø μ- 0 ii 0 03 rt O 3 Ω Ω φ rt μ- O Φ " 03 φ 3 μ-
Φ ii o > φ CQ ø Φ Ω < CQ μ- μ ii cr Ω- Ω Ω rt ø ø ø Φ Φ ø 0 ø σ CQ Hi ><: μ- ø Φ ii Φ 3 O μ- rt μ- O ø rt O O CQ μ- 03 Ω- Ω- rt Ω s; μ- φ cr CQ ft) rt 03 φ ii μ- ø ø Φ ø' ø ^ ii O Ω- rt rt Hi μ- μ-
03 μ- H cr <! Ω- Ω μ- H O Φ S ^ CQ CQ X Φ CQ 0 ft) ii id CD ø O ft) φ μ- O ø ø rt H Hi ft) φ ft) rr cr CO ø 03 03 μ • ft) cr ø μ- 0 rt ft) ø ø r Ω- μ μ μ- 0 ft) rt Hi μ- ft) 3 03 Hi ft) Φ Hi ft) ft) μ- 03 CO ft) O Φ μ- ft) ft) ø rf CQ μ- ø- fr> Ω- ft) 0 rt S »d φ ii rt μ Ω ii rt rt μ- α H 03 ø rt ft) rt cr O Φ ø Φ O CD ø Φ ø 0 O ii ft) φ Φ <! " cr μ> rt Q 0 Ω rt ii 0 Φ Ω_ Ω rt Ω- φ CD 3 rt Φ 3 rt Φ CQ Φ μ- Φ 3 if ft)
0 φ ft) Ω 03 O 0 - Ω O 1 O 0 03 Φ ft) ?r O ii H Φ φ Φ ft) 3 rt -~ rt Ω ii 0 0 0 if 0 if Hi >d < ii rt Φ ø • ø £, ■<: oo μ- 03 rt Ω-
<-3 •d ø" ft) * 0 Ω_ ø 0 ii Φ rt Cr ft) 0 μ- if μ- 3 0 ft) rt Φ ø' øJ ii if iQ 0 Φ rt φ ø 03 0 Hi 0 0 ø P- ft) 3 φ Ω- rt φ s: ii μ- to •<! ø 0 0 μ-
Φ ii ø μ- rt rt φ ft) rt ø ft) 03 ø ii • CD μ- ø Ω- 3 00 Ω-
Φ 0 CQ < Ω- ii rt if Ω Ω H μ- φ ft Φ 3 03 03 μ- CQ CO id 1 0 O CQ φ H ii ft) Ω_ μ- φ μ 0 if Φ rf Φ U> ?r ft) μ-1 ft) ø rt rt > Ω- ø" Hi 0 ω 0 Hi α • μ-
Φ rt <1 μ- H" Φ μ- UD Φ • rt Ω- μ 1 μ- rt 0 rt ii o 0 . Hi ø
03 Φ Ω- φ ■ : H" μ. O -J CD Ω- Φ 1 rt μ- μ- rt 03 ϋ if rt ft) Ω- O CQ CQ μ- μ. μ ø H Φ cr Φ ø μ- rt 0 ι-3 ø I-1 id if ø ø Φ Ω Ω Φ ft) c-i φ CQ μ 0 o μ- Ω Ω_ o Ω rf 03 0 μ Φ Φ ø Φ CQ CQ μ 0 φ 3 ø ft) φ • Ω øJ rt Ω- H μ- 0 CD rt 0 s; ø- <! ft) 3 0 0 03 Φ cr rt ø id Ω- øJ ft) ft) Φ ø ø rt cr rt CQ μ- CD O 0* φ ø rt φ CD 0 0 ft) 03 ft) 0 ø CQ C> μ 3 ø CQ l_I. CD ii ^ 0 0 rt φ £ ft) ii 03 O rt Φ cr ø ø rt Φ 03 rt r ft) S 3 μ- ft) 3
Ω ii 03 φ rt μ- 3 μ- ø" Φ CQ < * 3 μ Φ μ- μ- α. cr ø rt O ii M μ- Ω ii Φ
Φ Φ rt Ω ft) ø 3 rt 3 Φ μ- rt ^ rt rt rt < φ ii O * : Ω O M li ii φ ϋ rt ø CQ φ 0 μ- Ω_ CO rt cr 03 if φ rt ø' Φ ft) rf μ- 3 Ω_ H 0" μ- ft)
0 μ- μ- cr • ft) Hi o μ- ^ øJ P) G CD Φ H μ- μ φ r 3 ø φ H <τ) O Φ ø 0 φ ø <! ø 0 CD ø ii Φ rt μ- Φ φ ft) s; ; 0 Φ CQ o Hi ι > M cr 0 i CQ ø ft) CQ 0 0 rt Φ - Ω ø- O 0 O 3 ø Ω- if <! Φ Hi μ- VD 0 Φ Φ rf ii ii if rt Ω 0 ø ft) Φ ø ft) ø Φ CQ μ> μ- φ ø rf ø -J M ii 3 μ. if ^ μ- ii μ- φ if rt $. 03 cr i ii rt 3 μ- Ω ft) - if rt φ . 0 φ C-. Φ CQ φ 03 ft) ø ft) μ- φ Φ CD <! μ rt ii μ- H ø' rt μ- ø Φ 0" ø μ-
S rt CQ rt 0 <! φ 0 μ- 0 CD rt rt CD Φ rt ii 0
^ K cr N μ- Φ ø φ O 3 ft) ■t rt μ- ø" Φ ø- CQ H CO φ rt r cr ft) i Hi Φ μ- φ ø μ- Φ ■*. φ .. - Ω- if if if H • ø O Ω. cQ 03 Φ Φ ft) ii
stream up the annulus can be up to 10 bar. Values for this so-called friction loss can be found by measuring the pressure loss over the system while the drill bit is held just above the bottom, i.e. before contacting the rock.
When using a stationary string and drilling motor, the drilling motor also has 10 bar resistance when rotating without the bit touching the bottom.
The hammer has also a certain internal resistance, about 10 bar, when the water is streaming there-through and the hammer is not striking due to the bit being above the bottom.
Thus, the total pressure loss is 100 + 3*10 bar = 130 bar.
When the hammer reaches the bottom, the bit is forced in and the hammer begins to strike. At the same time, the resistance against the fluid flow, i.e. the pressure loss over the tool, will increase. Ideally, the hammer should have a resistance of 108 bar. This value is, of course, dependent on the brand and type of the hammer. When the hammer is striking, the rotational resistance will also increase somewhat, the resistance in the rotation motor will increase from 10-25 bar.
If a greater force is exercised on the tool, the pressure will build up over the tool until it stalls. There is also a safety valve in the tool, set to 350 bar. However, the hammer is working optimally when it is forced towards the rock with as large a force as possible, i.e. just before the drilling stops.
Then the ideal fluid pressure for a rotating string is 130 bar + 170 bar = 300 bar, and for a stationary string with motor 130 + 15 + 170 bar = 315 bar.
Ω ft) μ- 03 ft) μ] cr S ii rt μ- 03 rt φ μ- μ- > rt id Ω- > CQ id ft) ø ft) <! μ- H ii -3
0 P- ø if H øJ 0 if Φ if rt Φ ii φ ø* X 0 3 0 øJ ii ii ii Φ 0 ø ø if if Φ Φ
0 ft) 0 03 Φ rt μ- CD Φ < Φ rt Φ ft) •d φ φ μ- CQ ft) ø rt Ω ■ ii l_I. Φ μ- M
Ω- *d 0 ø 0 rt Ω μ- ft) Φ 03 3 rt ft) 03 H ii 0 Φ O O ø φ 0 03 ø 0 μ- rt ø ft) 0 0" 03 μ- μj 03 rt Hi * Φ ø Ω- 03 H Φ μ- rt 3 0 ^ μ- Ω rt CT rt Φ Φ Ω- μ- ii 3 rt ø CQ . 0 O Φ Φ 3 rf ii 0 μ- ft) rt μ ft) <! ø rt rt H μ- rt μ- Ω_ ø li μ- ft) O μ Φ Φ Φ O μ- μ ø rt Φ ft cr Φ rt CQ O if 0 ø
0 Ω_ 0 Ω ft) 0 ø 0 φ Φ Ω Ω_ μ- ø 3 \-> Φ CQ ~> rt Φ 0 øJ li φ ii Φ μ- ø rt μ- Ω H 0 Hi Ω. Ω Ω 3 03 O Ω_ 0 rt ft) ft) μ- • rt ø CQ ø
0 "i Ω 0 CQ μ- Φ rt φ μ- 0 O O Φ rt μ- 3 Ω r ^ 0 μ- rt μ- Ω cr φ ^ w φ 0 Ω_ Φ rt Ω O ft) r ø rt Hi φ Ω_ μ- ø φ 0 <! μ- ø HI O rt 0 μ- 0 if Ω Ω μ. Φ 3 if ft) 0 μ ø øJ ii 0 Ω O CQ ft) 0 ft) rt ø' ø rt if 0 rt ii 3
0 ft) rf Φ Φ rt <! CQ Φ rt O Ω- 03 rt cr 0 CQ Ω- 0 if ii Φ ft) if φ ø id ø 0 μ- Ω ø Φ Φ Ω ø- H ii rt Φ *< Ω 0 μ- rt 0 ft) H Φ rt rt Φ ii ii
Ω 0 cr μ- rt cr 03 i ft) 3 Φ Φ μ- μ Ω- o ii μ rt ft) 0 rt Ω- rt 4 if X ø ^ φ
Ω_ Φ ø > H o 0 O X Φ Ω Hi φ Φ μ- CQ rt Φ μ ft) Tf Φ Φ id rt φ 03 " Ω Hi ii rt rt <! id μ- øJ ft) Hi O S3 3 O Φ μ- ii ii ø φ μ- Ω- CO
0 0 rt 0 0 Φ if ø* μ Φ ii ø Φ 3 H 0 rt Φ 0 rt O ii Φ Ω- i J 0
Ω rt ii øJ μ- ii ft) Φ Φ 3 Φ CD 0 0 ø- μ- ø 03 ^ ø- Hi ø CO ii cr μ- φ Ω- μ.
Ω ø* Φ rt if rt <! φ 03 φ Hi rt rt μ- Φ Φ co rt μ- Φ μ- ø CO μ- Φ φ Φ Φ ø φ rt 03 ft) 0 Ω- φ ø CQ Ω Φ μ if Ω- Ω CQ £ cr CO ø CQ ø ø a- Hi ii ø' d ø rt i ii rt μ- rt Φ μ- Φ •» rt Ω- id "* μ- if Ω c i CQ Φ μ 03 Ω μ- M CQ
Ω- Φ i rt rt Φ øJ μ- 03 O Φ Ω_ ø μ- ii ii H ii 3 Φ Φ Φ Hi Φ i ii φ - 0 Φ Φ O ø Ω- CQ id * 0 μ- ft) ■ μ< cr Φ ω ii Φ ø rt 03 Hi Ω 0 μ- O 03 ft) 3 S ø ii . ø if CQ μ-1 Ω if if S o μ- ø μ- r Φ rt id rt CD rr ft) μ- Ω_ μ- rt rt Hi Hi ft) 3 μ- rt μ- μ- μ- CQ rt 03 μ- rt 0 ii μ- if if 0 rt rt μ. ø if Φ rt H3 >d Ω ft) μ- μ- Ω ø CD rt 3 • — • H O 0 φ 0 μ- φ ii Z μ- øJ μ- CQ φ O Φ 0 Φ if - if ø Ω if 03 O Φ Ω • t μ- 0 0 Hi ø li Φ 0) 0 Hi Ω- μ- φ 03 Q ft) rt 03 0 rt ø φ rt Hi 0 Ω 0
CQ ii 0 ft) CQ 3 Ω- μ- rf μ- Φ 3 ft) * Ω Φ ø ι-3 ■d *< Φ id φ ≤ μ
Φ ø ■<! 0 rt μ- ø 03 O 03 ø Ω φ ø CD ø- μ ø* rt Φ rt ø- ft) H3 X CD 0 Hi cr 03 5 øJ 03 μ- φ CQ O : ft) rt rt μ- 03 μ- O Ω- μ- 3 Φ rt
0 øJ a Hi o μ- rt φ Φ 03 CD ii ft) id O 0 ø ft) Φ ø O 03 O Hi 3 0 0 ø" rt Φ Φ μ- μ rt Φ 3 0 ø <! ii ii μ- 03 ø 3 CQ id ii 0 Ω- ø Φ
O Φ l-h rt Ω 3 Φ 3 03 if Ω O 03 ft) CO ø Φ Φ .- 03 rt li φ cr
3 ft) Ω_ if Φ μ- ø Φ Φ Φ 0* Φ Ω 3 Φ 03 rt O μ- rt ii * ω if μ- 03 if CQ ft) ii μ- ft) Φ 03 cr rt H Ω- Ω li Φ Φ rt if ø 03 if Hi CD o Φ Hi Φ ••< rt ii ø r rt Φ Ω_ ft) μ- < Ω- ft) Ω ft) ft) 03 Φ if 0 rt o H 0 μ- 03 μ- ft) CQ ø Ω_ ' Hi Ω μ- •> μ- ii O CO ft) ø rt rt 0 ii φ μ μ rt cr rt
Ω ø 0 ii ft) O 0 Hi ø O Ω 0 ø 0 rt ^ if Ω ø 3 cr o CD ^ μ- Φ ft) CQ ft) ii μ- rt ii 3 3 0 ft) ø Ω 0 ii ft) cr ft) O li ø" ø Ω rt ø Φ rt 3
H Φ ø 3 H Ω φ rt 0* rt ^ μ- μ- μ- Hi 0 if ft) rt 0 O μ- ii .V ii ii ø
H 3 ft) μ- Φ CQ if μ- if μ- rt ii rt ø O Φ Φ •d rt μ- ø 03 μ- Ω- CD if
^ Φ Φ μ- 03 Ω_ Φ Ω μ- cr rt Ω if CQ μ O i ft) H ø ii ,— , ø *<: μ- £ ø X ø rt if 03 co ø Hi Φ rt ø' ≤ ø φ O 03 Φ o 0 CQ Hi rt μ- μ- rt rf Ω CQ rt O •d ft) μ- μ- rt Φ CD φ ft) Ω ii ft) ii ^ 0 rt CD rt
Hi H 0 O O O ii 3 ft) 0 rt μ-1 rt 03 if X • φ ii if 0 S 03 Φ ii O if
Ω Φ ø Ω 0 S Φ Φ •d i H 0 Φ ft) Ω_ ft) ø- Ω μ- > U) i μ- Ω rt
03 ft) 3 P_ o ft) - CO ø id rt rt μ μ 3 cr μ- ø ft) ■pf rf H 03 cr Φ Ω_ if ø
0 ø Φ μ- ø ii ft) CO ø μ- ø' rt φ Hi >d i ft) ø CQ ø CD øJ cr cπ if • Φ Φ
Ω rt ii ft) Ω_ μ, ø 03 μ- 3 Φ øJ CQ ft) ii H Ω φ Ω- O μ- Hi if tf) < μ- CD ii CO CQ ii Ω ft) Φ ø Ω Φ φ ?? rt " ft) CT ø ø H μ- cr ft) o φ CQ φ Φ rt ft) ø φ CQ ø- μ- φ μ- ø if rt ø 0 ft) 03 ø Φ rt if ft) CD cr cr Φ ø 03 ii 03 ii Φ Φ rt
0 0 03 Ω if ft) μ- if rt ø Φ O φ 0 ø rt φ ft) Φ rt O φ μ- Hi ii rt μ- Ω rt O cr 0 ø 0 0 Φ if ø 0" Φ 3 φ CQ i Φ
No increase in pressure will occur if a PDC bit or a rolling bit is forced towards the bottom of the borehole with a large force.