CN211648045U - Safe drilling system for preventing water-sensitive stratum on upper part of high-pressure brine layer from collapsing - Google Patents
Safe drilling system for preventing water-sensitive stratum on upper part of high-pressure brine layer from collapsing Download PDFInfo
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- CN211648045U CN211648045U CN202020113837.8U CN202020113837U CN211648045U CN 211648045 U CN211648045 U CN 211648045U CN 202020113837 U CN202020113837 U CN 202020113837U CN 211648045 U CN211648045 U CN 211648045U
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Abstract
The utility model discloses a safe drilling system for preventing collapse of water-sensitive stratum at upper part of high-pressure brine layer, which comprises a wellhead device, an in-well drilling tool, a first injection pipeline, a second injection pipeline, a first return pipeline and a second return pipeline; after the drill meets a high-pressure brine layer, heavy mud is injected into the borehole annulus through a first injection pipeline to form a heavy mud cap, so that the pressure of an annulus liquid column balances the pressure of the high-pressure brine layer, the pressure of a liquid column in a drill column is smaller than the pressure of the high-pressure brine layer, and under the action of the self pressure of the high-pressure brine layer, brine returns out through a drill bit water hole and the drill column to prevent the brine from returning upwards to contact the borehole wall through the annulus. In the process, drilling can be continued, and returned high-pressure saline water with rock debris returns to a wellhead. The utility model has the advantages that: the method avoids the collapse of the well wall caused by the hydration expansion of the mudstone due to the entrance of the saline water into the annular space, improves the comprehensive efficiency, and has simple equipment transformation and convenient process switching.
Description
Technical Field
The utility model relates to an oil gas probing technical field, especially a safe drilling system that prevention high pressure brine layer upper portion water sensitivity stratum collapses.
Background
In the oil and natural gas drilling engineering, a high-pressure brine layer is often drilled, and the high-pressure brine invades into the annulus of a shaft and returns upwards along with drilling fluid. At the moment, if a water-sensitive mudstone stratum exists at the upper part of the high-pressure brine layer, the brine invading the shaft is contacted with the mudstone at the open hole section, and hydration expansion occurs, so that the instability of the shaft wall and the collapse of the shaft hole are caused, and the underground complex accidents such as blockage, drill sticking and the like are caused. At present, oil-based mud and an underbalanced pressure control drainage technology are mainly adopted to solve the problem of safe drilling of a high-pressure brine layer, and by effectively controlling the annular liquid column pressure profile of a shaft, high-pressure brine of the stratum flows into the shaft in a controlled manner according to a certain proportion, so that the mudstone is prevented from being hydrated and expanded as far as possible, and is circulated to the ground for treatment or separation. However, the technology still has certain limitations: in the process of discharging the brine, as the brine returns on the annular space and contacts with the water-sensitive mudstone of the upper open hole well wall, the hydration and expansion of the mudstone cannot be avoided, and the risks of well wall instability and well collapse still exist; the brine cannot be drilled during the brine discharge, a large amount of time is consumed, and the drilling cost is increased.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's shortcoming, provide a safe drilling system that prevents that high pressure brine layer upper portion water sensitivity stratum collapses that solves high pressure brine and invade the well bore and lead to drilling fluid performance to worsen, the wall of a well to collapse scheduling problem.
The purpose of the utility model is realized through the following technical scheme: a safe well drilling system for preventing the collapse of a water sensitive stratum at the upper part of a high-pressure brine layer comprises well head equipment, an in-well drilling tool, a first injection pipeline, a second injection pipeline, a first return pipeline and a second return pipeline; the wellhead equipment comprises a drilling four-way arranged at a wellhead, the top of the drilling four-way is sequentially provided with a ram blowout preventer and a rotary blowout preventer, the left port of the drilling four-way is connected with a kill manifold, and the other port of the drilling four-way is sequentially connected with a three-way joint I, a flat valve A and a throttle manifold; the downhole drilling tool comprises a positive and negative circulation dual-purpose drill bit, a resistivity measuring nipple, a drill collar, a drill rod, a drill string plug valve and a top drive which are arranged in the well and sequentially connected from bottom to top; the first injection pipeline comprises a mud pump, a three-way joint II, a flat valve B, a high-pressure manifold I, a high-pressure hose I, a flat valve C and a rotary blowout preventer which are connected in sequence; the second injection pipeline comprises a mud pump, a three-way joint II, a flat valve D, a high-pressure manifold II, a vertical pipe I, a flat valve E, a three-way joint III, a hose and a top drive which are connected in sequence; the first return pipeline comprises a top drive, a water hose, a three-way joint III, a flat valve F, a vertical pipe II, a three-way joint IV, a flat valve G, a sand discharge pipeline, a vibrating screen and a mud tank which are connected in sequence; the second return pipeline comprises a drilling four-way joint, a three-way joint I, a high-pressure hose II, a flat valve H, a three-way joint IV, a flat valve G, a sand discharge pipeline, a vibrating screen and a mud tank which are connected in sequence.
And a flowmeter I and a pressure gauge I are sequentially connected between the right port of the drilling cross and the tee joint I.
And a flowmeter II and a pressure gauge II are sequentially connected between the rotary blowout preventer and the flat valve C.
And a flowmeter III and a pressure gauge III are sequentially connected between the hose and the tee joint III.
The safe drilling system further comprises auxiliary equipment, wherein the auxiliary equipment comprises a ground pipeline II, a liquid-gas separator and a ground pipeline I, the ground pipeline II is connected between the mud pump and the kill manifold, and the throttle manifold is sequentially connected with the ground pipeline I and the liquid-gas separator.
A flat valve II is connected between the right port of the drilling four-way valve and the flowmeter I, and a flat valve I is connected between the left port of the drilling four-way valve and the kill manifold.
The utility model has the advantages of it is following:
1. the utility model can be transformed on the basis of the existing conventional drilling equipment, the field operation is simple, and the process conversion is convenient;
2. the utility model prevents the brine entering the shaft from contacting with the bore hole well wall by returning the stratum brine in the drill column, solves the problems of drilling fluid performance deterioration, water sensitivity bore hole stratum well wall collapse and the like caused by the invasion of high-pressure brine into the shaft, and reduces the complexity of drilling accidents of the high-pressure brine layer;
3. the utility model discloses a return stratum salt solution in the drilling string, when returning the stratum high pressure salt solution, can drill simultaneously, improve the well drilling and synthesize the ageing, reduce the operating cost.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic representation of the connection of the surface pipeline to the choke manifold and kill manifold;
FIG. 3 is a schematic representation of the flow of high pressure brine in a well;
in the figure, 1-slurry pump, 2-slurry tank, 3-vibrating screen, 4-three-way joint II, 5-flat valve B, 6-high pressure manifold I, 7-high pressure hose I, 8-flat valve C, 9-pressure gauge II, 10-flowmeter II, 11-flat valve D, 12-high pressure manifold II, 13-riser I, 14-flat valve E, 15-three-way joint III, 16-pressure gauge III, 17-flowmeter III, 18-hose, 19-top drive, 20-flat valve F, 21-riser II, 22-three-way joint IV, 23-flat valve G, 24-sand discharge pipeline, 25-flat valve H, 26-high pressure hose II, 27-three-way joint I, 28-flat valve A, 29-throttle manifold, 30-a surface pipeline I, 31-a pressure gauge I, 32-a flowmeter I, 33-a drilling four-way flat valve II, 34-a drilling four-way flat valve I, 35-a kill manifold, 36-a surface pipeline II, 37-a rotary blowout preventer, 38-a ram blowout preventer, 39-a drilling four-way, 40-a drill pipe, 41-a drill collar, 42-a resistivity measuring nipple, 43-a forward and reverse circulation dual-purpose drill bit, 44-a drill string plug valve, 45-a well and 46-a liquid-gas separator.
Detailed Description
The invention will be further described with reference to the accompanying drawings, without limiting the scope of the invention to the following:
as shown in fig. 1 to 3, a safe drilling system for preventing collapse of a water sensitive stratum on the upper part of a high-pressure brine layer comprises wellhead equipment, an in-well drilling tool, a first injection pipeline, a second injection pipeline, a first return pipeline and a second return pipeline.
The wellhead equipment comprises a drilling four-way 39 arranged on a wellhead, a ram blowout preventer 38 and a rotary blowout preventer 37 are sequentially arranged at the top of the drilling four-way 39, a kill manifold 35 is connected to the left port of the drilling four-way 39, and a three-way connector I27, a flat valve A28 and a choke manifold 29 are sequentially connected to the other port of the drilling four-way 39.
The well drilling tool comprises a positive and negative circulation dual-purpose drill bit 43, a resistivity measuring nipple 42, a drill collar 41, a drill rod 40, a drill string plug valve 44 and a top drive 19 which are arranged in a well and sequentially connected from bottom to top. The resistivity measurement short section 42 is arranged at a position close to the drill bit 43, signals are transmitted through pulses, a matched signal receiving device is arranged at a wellhead, the resistivity change of drilling fluid at the position close to the drill bit 43 can be measured, and whether brine invades a shaft is judged. The drill string plug valve 44 is mounted at the top of each drill string and has the functions of preventing blowout, closing a well and the like in the drill string.
The first injection pipeline comprises a mud pump 1, a three-way joint II4, a flat valve B5, a high-pressure manifold I6, a high-pressure hose I7, a flat valve C8 and a rotary blowout preventer 37 which are connected in sequence; the second injection line comprises a mud pump 1, a three-way joint II4, a flat valve D11, a high-pressure manifold II12, a riser I13, a flat valve E14, a three-way joint III15, a hose 18 and a top drive 19 which are connected in sequence.
The first return pipeline comprises a top drive 19, a hose 18, a three-way joint III15, a flat valve F20, a vertical pipe II21, a three-way joint IV 22, a flat valve G23, a sand discharge pipeline 24, a vibrating screen 3 and a mud tank 2 which are connected in sequence.
The second return pipeline comprises a drilling four-way valve 39, a three-way joint I27, a high-pressure hose II26, a flat valve H25, a three-way joint IV 22, a flat valve G23, a sand discharge pipeline 24, a vibrating screen 3 and a mud tank 2 which are connected in sequence.
And a flow meter I32 and a pressure gauge I31 are connected between the right port of the drilling four-way joint 39 and the three-way joint I27 in sequence. And a flowmeter II10 and a pressure gauge II9 are connected between the rotary blowout preventer 37 and the flat valve C8 in sequence. And a flow meter III17 and a pressure gauge III16 are connected between the hose 18 and the three-way joint III15 in sequence.
As shown in fig. 1-2, the safety drilling system further comprises auxiliary equipment, wherein the auxiliary equipment comprises a surface pipeline II36, a liquid-gas separator 46 and a surface pipeline I30, the surface pipeline II36 is connected between the mud pump 1 and the kill manifold 35, and the throttle manifold 29 is sequentially connected with the surface pipeline I30 and the liquid-gas separator 46. A flat valve II33 is connected between the right port of the drilling four-way valve 39 and the flowmeter I32, and a flat valve I34 is connected between the left port of the drilling four-way valve 39 and the kill manifold 35.
The method for preventing the collapse of the water sensitive stratum at the upper part of the high-pressure brine layer by the safe drilling system comprises the following steps:
s1, a conventional drilling mode specifically comprises the following steps:
s11, closing the flat valve I34 and opening the flat valve II 33;
s12, closing flat valve A28, flat valve B5, flat valve C8 and flat valve F20; opening the flat valve D11, the flat valve E14, the flat valve H25 and the flat valve G23, namely, carrying out conventional forward circulation drilling by using the drill bit 43 under the condition of keeping the second injection pipeline and the second return pipeline unblocked;
s13, monitoring the resistivity of the near-bit 43 in real time through the resistivity measuring nipple 42, if the resistivity is reduced, indicating that the near-bit 43 is drilling a high-pressure saline layer, closing the flat valve E14 and the flat valve H25 at the moment, stopping circulating drilling, recording the pressure displayed on the pressure gauge III16, and calculating the pressure of the high-pressure saline layer by combining the density of drilling fluid;
s2, from the conventional drilling mode to the collapse prevention drilling mode, the method specifically comprises the following steps:
s21, closing a flat valve II33, opening a flat valve A28, a flat valve B5, a flat valve C8, a flat valve F20 and a flat valve H25; closing the flat valve D11 and the flat valve G23;
s22, calculating the height of an annular heavy mud cap and the amount of heavy mud required for balancing the pressure of the high-pressure brine layer according to the pressure of the high-pressure brine layer, the density of drilling fluid and the density of reserved heavy mud;
s23, starting a mud pump 1, injecting isolation liquid and heavy mud into the annulus of a borehole 45 through the mud pump 1, a three-way joint II4, a flat valve B5, a high-pressure manifold I6, a high-pressure hose I7, a flat valve C8 and a rotary blowout preventer 37 in sequence, and closing the mud pump 1 after the annulus mud cap and the pressure of a drilling fluid column balance the pressure of a high-pressure saline layer;
s24, the pressure of a drilling fluid column in the drill string is smaller than the pressure of a high-pressure saline layer, a large amount of saline enters the drill string through a water hole of a drill bit 43, the saline returns out of a well head through a drill collar 41 and an inner hole of a drill rod 40 in sequence, the returned saline enters a throttling manifold 29 through a top drive 19, a hose 18, a three-way joint III15, a flat valve F20, a stand pipe II21, a three-way joint IV 22, a flat valve H25, a high-pressure hose II26, a three-way joint I27 and a flat valve A28 in sequence, and the pressure of the well head and the flow rate of the returned high-pressure saline are controlled through a throttling valve on;
s3, switching from the collapse prevention drilling mode to the single connection mode, specifically comprising the following steps:
s31, stopping drilling, lifting the drilling tool in the well, and enabling the drill stem plug valve 44 to be exposed out of the drilling platform surface and be located and lifted on the drilling platform surface;
s32, closing a throttle valve of a throttle manifold 29, recording the pressure value displayed on a pressure gauge III16, closing a drill string plug valve 44, and decompressing a ground pipeline I30 and a ground pipeline II 36;
s33, tripping the top of the plug valve 44, connecting another drill string with the top end provided with a drill string plug valve 44, connecting the top drive 19, opening the flat valve D11 and the flat valve E14, closing the flat valve B5 and the flat valve F20, opening the mud pump 1, and when the pressure displayed on the pressure gauge III16 is increased to the previously recorded pressure, closing the mud pump 1 and opening the drill string plug valve 44;
s34, closing the flat valve D11 and the flat valve E14, opening the flat valve B5 and the flat valve F20, decompressing a ground pipeline I30 and a ground pipeline II36, adjusting the opening of a throttle valve on the throttle manifold 29, and continuing to prevent collapse drilling;
s4, from the collapse prevention drilling mode to the tripping mode, the method specifically comprises the following steps:
s41, stopping drilling, lifting the drilling tool in the well, closing a throttle valve on the throttle manifold 29 after rock debris in the well is completely discharged, recording the display pressure on a pressure gauge III16, and closing a drill string plug valve 44;
s42, opening a flat valve D11, a flat valve E14 and a flat valve II 33; closing the flat valve B5, the flat valve C8, the flat valve F20 and the flat valve H25;
s43, a mud pump 1 is started, heavy mud is injected into a drill string sequentially through the mud pump 1, a three-way joint II4, a flat valve D11, a high-pressure manifold II12, a vertical pipe I13, a flat valve E14, a three-way joint III15, a hose 18 and a top drive 19, returned drilling fluid enters a mud tank 2 through the flat valve II33, the three-way joint I27, the flat valve A28, a throttling manifold 29, a liquid-gas separator 46 and a vibrating screen 3, and when the liquid injection pressure in the drill string balances the pressure of the high-pressure saline layer, the mud pump 1 is closed; when the pressure value displayed on the pressure gauge III16 is zero, the throttle valve and the flat valve A28 on the throttle manifold 29 are closed;
s44, performing annular pressure tripping operation by using the rotary blowout preventer 37, opening a throttle valve and a flat valve A28 on a throttle manifold 29 after tripping to a certain position in the casing, continuously injecting heavy mud through a top drive 19, filling the heavy mud above the position of a drill bit 43 and inside and outside a drill column in a shaft with the heavy mud, balancing the pressure of a high-pressure salt water layer, and closing a mud pump 1, thereby completing the subsequent tripping operation;
s5, a drilling mode specifically comprises the following steps:
s51, closing a drilling four-way flat valve I34 and a flat valve II33, and opening a flat valve A28, a flat valve B5, a flat valve C8, a flat valve F20 and a flat valve H25; closing the flat valve D11, the flat valve E14 and the flat valve G23;
s52, normally drilling, after a drill bit reaches the bottom of a well, opening a mud pump 1, injecting drilling fluid into a borehole 45 annulus through the mud pump 1, a three-way joint II4, a flat valve B5, a high-pressure manifold I6, a high-pressure hose I7, a flat valve C8 and a rotary blowout preventer 37 in sequence, and allowing returned fluid to enter a mud tank 2 through a top drive 19, a hose belt 18, a three-way joint III15, a flat valve F20, a riser II21, a three-way joint IV 22, a flat valve H25, a high-pressure hose II26, a three-way joint I27, a flat valve A28, a throttling manifold 29, a liquid-gas separator 46 and a vibrating screen 3 in sequence;
and S53, after all heavy mud in the well returns, repeating the step S2 to perform anti-collapse drilling.
In the step S24, namely, drilling can be continued in the process of discharging the brine, and the returned high-pressure brine with the rock debris returns out of the bottom of the well through the drill string.
Therefore, high-pressure saline water returns out from the drill column and does not contact the borehole wall, and the problem that the borehole wall collapses due to hydration expansion of mudstone caused by the fact that the saline water enters the annulus is avoided; the drilling can be continued in the process of discharging the saline water, so that the comprehensive efficiency is improved; the equipment is simple to modify, and the process switching is convenient. Is especially suitable for water sensitive mud rock development and high pressure salt water layer development stratum.
The above description is not intended to limit the present invention in any way, and the present invention has been disclosed in the above embodiments, but not intended to limit the present invention, and any person skilled in the art can make some changes or modify equivalent embodiments with equivalent changes when using the technical content disclosed above without departing from the technical scope of the present invention.
Claims (6)
1. A safety drilling system for preventing the collapse of a water-sensitive stratum at the upper part of a high-pressure saline water layer is characterized in that: the system comprises wellhead equipment, an in-well drilling tool, a first injection pipeline, a second injection pipeline, a first return pipeline and a second return pipeline; the wellhead equipment comprises a drilling four-way (39) arranged on a wellhead, the top of the drilling four-way (39) is sequentially provided with a ram blowout preventer (38) and a rotary blowout preventer (37), the left port of the drilling four-way (39) is connected with a kill manifold (35), and the other port of the drilling four-way (39) is sequentially connected with a three-way connector I (27), a flat valve A (28) and a throttle manifold (29); the downhole drilling tool comprises a positive and negative circulation dual-purpose drill bit (43), a resistivity measuring nipple (42), a drill collar (41), a drill rod (40), a drill string plug valve (44) and a top drive (19), which are arranged in a well and sequentially connected from bottom to top; the first injection pipeline comprises a mud pump (1), a three-way joint II (4), a flat valve B (5), a high-pressure manifold I (6), a high-pressure hose I (7), a flat valve C (8) and a rotary blowout preventer (37) which are connected in sequence; the second injection pipeline comprises a mud pump (1), a three-way joint II (4), a flat valve D (11), a high-pressure manifold II (12), a vertical pipe I (13), a flat valve E (14), a three-way joint III (15), a hose (18) and a top drive (19) which are connected in sequence; the first return pipeline comprises a top drive (19), a hose (18), a three-way joint III (15), a flat valve F (20), a vertical pipe II (21), a three-way joint IV (22), a flat valve G (23), a sand discharge pipeline (24), a vibrating screen (3) and a mud tank (2) which are connected in sequence; the second return pipeline comprises a drilling four-way joint (39), a three-way joint I (27), a high-pressure hose II (26), a flat valve H (25), a three-way joint IV (22), a flat valve G (23), a sand discharge pipeline (24), a vibrating screen (3) and a mud tank (2) which are connected in sequence.
2. The safe drilling system for preventing collapse of a water sensitive formation above a high pressure brine layer as claimed in claim 1, wherein: and a flowmeter I (32) and a pressure gauge I (31) are sequentially connected between the right port of the drilling four-way joint (39) and the three-way joint I (27).
3. The safe drilling system for preventing collapse of a water sensitive formation above a high pressure brine layer as claimed in claim 1, wherein: and a flowmeter II (10) and a pressure gauge II (9) are sequentially connected between the rotary blowout preventer (37) and the flat valve C (8).
4. The safe drilling system for preventing collapse of a water sensitive formation above a high pressure brine layer as claimed in claim 1, wherein: and a flowmeter III (17) and a pressure gauge III (16) are sequentially connected between the hose (18) and the tee joint III (15).
5. The safe drilling system for preventing collapse of a water sensitive formation above a high pressure brine layer as claimed in claim 1, wherein: the safe drilling system further comprises auxiliary equipment, wherein the auxiliary equipment comprises a ground pipeline II (36), a liquid-gas separator (46) and a ground pipeline I (30), the ground pipeline II (36) is connected between the mud pump (1) and the kill manifold (35), and the throttle manifold (29) is sequentially connected with the ground pipeline I (30) and the liquid-gas separator (46).
6. The safe drilling system for preventing collapse of a water sensitive formation above a high pressure brine layer as claimed in claim 1, wherein: a flat valve II (33) is connected between the right port of the drilling four-way valve (39) and the flowmeter I (32), and a flat valve I (34) is connected between the left port of the drilling four-way valve (39) and the kill manifold (35).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202020113837.8U CN211648045U (en) | 2020-01-19 | 2020-01-19 | Safe drilling system for preventing water-sensitive stratum on upper part of high-pressure brine layer from collapsing |
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| CN202020113837.8U CN211648045U (en) | 2020-01-19 | 2020-01-19 | Safe drilling system for preventing water-sensitive stratum on upper part of high-pressure brine layer from collapsing |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126431A (en) * | 2022-07-14 | 2022-09-30 | 西南石油大学 | Continuous gas injection constant bottom hole pressure control drilling system and automatic control method |
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2020
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126431A (en) * | 2022-07-14 | 2022-09-30 | 西南石油大学 | Continuous gas injection constant bottom hole pressure control drilling system and automatic control method |
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