CN104564043B - A kind of diversion chamber of gas test compact reservoir seam net flow conductivity and its method of work - Google Patents
A kind of diversion chamber of gas test compact reservoir seam net flow conductivity and its method of work Download PDFInfo
- Publication number
- CN104564043B CN104564043B CN201410794850.3A CN201410794850A CN104564043B CN 104564043 B CN104564043 B CN 104564043B CN 201410794850 A CN201410794850 A CN 201410794850A CN 104564043 B CN104564043 B CN 104564043B
- Authority
- CN
- China
- Prior art keywords
- flow
- mrow
- flow conductivity
- test
- diversion chamber
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 80
- 238000000034 method Methods 0.000 title claims description 22
- 239000011435 rock Substances 0.000 claims abstract description 30
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 14
- 238000004088 simulation Methods 0.000 claims description 26
- 238000006073 displacement reaction Methods 0.000 claims description 14
- 238000007789 sealing Methods 0.000 claims description 13
- 238000004364 calculation method Methods 0.000 claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 239000004576 sand Substances 0.000 claims description 10
- 230000035699 permeability Effects 0.000 claims description 7
- 238000006243 chemical reaction Methods 0.000 claims description 4
- 230000001186 cumulative effect Effects 0.000 claims description 4
- 238000009795 derivation Methods 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 208000027418 Wounds and injury Diseases 0.000 abstract description 5
- 230000006378 damage Effects 0.000 abstract description 5
- 208000014674 injury Diseases 0.000 abstract description 5
- 239000007789 gas Substances 0.000 description 49
- 239000008186 active pharmaceutical agent Substances 0.000 description 15
- 238000011160 research Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000004579 marble Substances 0.000 description 3
- 238000004458 analytical method Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000010835 comparative analysis Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 239000012071 phase Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000008346 aqueous phase Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000005194 fractionation Methods 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000003345 natural gas Substances 0.000 description 1
- 238000005325 percolation Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000004445 quantitative analysis Methods 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 230000000638 stimulation Effects 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B47/00—Survey of boreholes or wells
- E21B47/10—Locating fluid leaks, intrusions or movements
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geophysics (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The present invention relates to a kind of diversion chamber of gas test compact reservoir seam net flow conductivity, the diversion chamber can merge with API flow conductivity testers, cost-effective；Using rocks such as real stratum shale or tight sands, truer simulated formation lithology, it is contemplated that injury of the proppant embedment to flow conductivity, and fracture width, seam web frame are variable；The flow pattern of the diversion chamber is not radial flow for linear flow, and linear flow can not ensure that there is tested media in crack by the way that radial flow can improve the scope that involves of tested media, improve flow conductivity test accuracy in seam net.
Description
Technical field
The present invention relates to a kind of diversion chamber of gas test compact reservoir seam net flow conductivity and its method of work, belong to oil
Gas field development field.
Background technology
Tight gas refer to that covering pressure matrix permeability is less than or equal to 0.1 × 10-3μm2Sandstone reservoir, shale gas is a kind of
Special Unconventional gas, preservation in mud stone or shale, have from be born from storage, air free water interface, large area continuously into Tibetan,
Low hole, extremely low permeability (are less than 0.001 × 10-3μm2) etc. feature.Tight gas and shale gas individual well are typically without natural production capacity or certainly
Right production capacity is less than industrial gas lower limit, but natural gas of industry yield can be obtained under certain economic condition and technical measures.Generally
In the case of, these measures include pressure break, horizontal well, multilateral well etc..
Tight gas and shale gas pressure break generally use slippery water or clear water, it will be supported using high discharge capacity, the mode of low-viscosity
Agent is entrained into stratum, and to reach communication intrinsic fracture, the effect of complex fracture network (seam net) is formed in stratum.Tight gas,
The fundamental starting point of shale gas FRACTURING DESIGN is how to form effective fracture network, the direct shadow of flow conductivity of fracture network
Yield after sound compact reservoir pressure, therefore, the research for compact reservoir fracture network flow conductivity is for improving well stimulation
Effect is significant.
Proppant is entrained into stratum by traditional hydraulic fracturing mode using high viscosity fracturing fluid, and a tool is formed in stratum
There is the sand packed fracture of high flow conductivity, fracture guide instrument can be used to leading for the flow conductivity in the crack of a filling proppant
Stream ability is evaluated, and this technology is more ripe, existing related standard：SY/T6302-1997；For being arranged using acidifying
It is also more ripe to apply the research method of the flow conductivity of formed acid-etched fracture, and forms the theory of systematization and comments
Level system.The evaluation method of two kinds of traditional fracture condudtiviies is not directly applicable the fracture network that volume fracturing is formed
Network.
At present, the flow conductivity that fracture network is formed to volume fracturing is mostly qualitatively to be described, and it is suitable to lack
Experimental facilities and method carry out quantitative analysis to this.The seepage flow that 2010 Nian Luzhan states et al. have been carried out in orthogonal fracture network is special
Experimental study is levied, the influence of seepage flow characteristics and model structure to permeability in orthogonal fracture network model is studied, utilizes marble
Set up the orthogonal fracture network model of different structure with stainless steel gasket, and aqueous phase and profit two by PHYSICAL MODELING OF IN
The seepage flow characteristics of phase.But its object studied is Fractured Reservoir, and what is considered is percolation flow velocity of the fracture network to liquid phase
Influence.Wen Qingzhi in 2013 et al. proposes that by complex fracture network discretization be by the horizontal fracture parallel to seepage direction, flat
The seam network model of vertical fracture of the row in seepage direction, three kinds of crack compositions of vertical fracture perpendicular to seepage direction, analysis
The influences of different seam web frame fracture network flow conductivities.Lu Qiang in 2014 is proposed caused by volume fracturing with He Yan peaks
A rectangular recess is regarded in crack as, using the template with different connected mode grooves come simulation fracture network.Domestic patent
" a kind of device and its method of work for testing shale gas checking seam network flow conductivity " (Chinese patent CN102720486A) is proposed
With marble simulation shale seam net, the brand-new seam net flow conductivity test system that flow pattern is linear flow.Multi-purpose Dali at present
Stone or groove version simulation fracture network, the difference in lithology is larger with formation rock for marble, can not simulate real formation rock
Property；It has ignored under high clossing pressure, the embedded injury of proppant；Flow pattern is single linear stream, can not real simulation seam net flowing
State；Whole system needs to redesign, and cost is higher.
The content of the invention
In view of the shortcomings of the prior art, a kind of diversion chamber of gas test compact reservoir seam net flow conductivity, the diversion chamber
It can be merged with API flow conductivity testers, it is cost-effective；Using rocks such as real stratum shale or tight sands, more truly
Simulated formation lithology, it is contemplated that injury of the proppant embedment to flow conductivity, and fracture width, seam web frame are variable；The water conservancy diversion
The flow pattern of room is not radial flow for linear flow, and linear flow can not ensure that crack has tested media to pass through radial flow in seam net
The scope that involves of tested media can be improved, improves flow conductivity test accuracy.
The present invention also provides a kind of method of work of above-mentioned diversion chamber.
Technical scheme is as follows：
A kind of diversion chamber of gas test compact reservoir seam net flow conductivity, including up/down perforation set test trough, in institute
State the top sealing top plate set of test trough and the seal base set in the bottom of the test trough；Test trough is used for disposing
Seam web frame to be tested and sand bedding, the test trough horizontal cross-section are square, the inner edge a length of 250 of the test trough~
300mm, the test slot thickness is 25~30mm；Air inlet and pressure tap are provided with each side of test trough, institute
The air inlet that air inlet is stated with API flow conductivity testers is connected, the pressure tap and API flow conductivity tester pressure tap phases
Even；Seal base insertion is provided with the simulation wellbore hole of perforation, a diameter of 8~11mm of the simulation wellbore hole, the mould
The surface for intending pit shaft is provided with perforation, and simulation wellbore hole top is provided with filter screen；The bottom of the simulation wellbore hole is provided with use
In the gas outlet of test outlet pressure.Diversion chamber of the present invention, it stitches web frame, sanding varying concentrations, and matrix is shale
Or the formation rock such as tight sand, in build joint net, first process rock beam and be laid in the test trough, according to default seam
Web frame places one layer of rock beam, and proppant is laid in the crack constructed on rock beam with rock beam, then successively places rock beam, build joint
Web frame.Diversion chamber of the present invention, which can realize, reads seam web frame height to air inlet flow, terminal pressure, displacement meter
Change, gas outlet flow, gas outlet pressure and other parameters monitoring.
The effect of the pressure tap is to measure the terminal pressure of the diversion chamber, when the pressure for measuring four pressure taps is equal
When, then judge that diversion chamber reaches stable state, starts counting up；Four air inlets are to ensure that the flow pattern in seam web frame is footpath
Xiang Liu, expand tested media and involve scope.The length of the simulation wellbore hole is variable, and pit shaft perforation flows into stitch gas in net
Pit shaft, aperture is sufficiently small to prevent proppant from flowing into pit shaft, gas outlet is provided with the seal base, with simulation wellbore hole
Connection, can test rate of discharge and outlet pressure.
According to currently preferred, the pressure tap diameter is adapted with API flow conductivity tester pressure tap diameters.
According to currently preferred, a diameter of 6.35mm of pressure tap；A diameter of 5~8mm of the air inlet.
According to currently preferred, the sealing top plate includes top plate and upper sealing-plug, and the seal base includes bottom plate
With lower sealing-plug.
According to currently preferred, the through of the seal base is provided with simulation wellbore hole.
According to currently preferred, the thickness of the sealing top plate and seal base is 10~15mm；The upper sealing
The thickness of plug is 40~50mm；The thickness of the lower sealing-plug is 20~25mm.
According to currently preferred, the surface of sealing-plug and lower sealing-plug is provided with seal groove on described, described close
Sealed film is provided with sealing groove, the thickness of the sealed film is 5~7mm.
Using the method for above-mentioned diversion chamber test compact reservoir fracture network flow conductivity, comprise the following steps：
(1) formation rock, i.e. shale or tight sand are chosen, the formation rock is processed into tabular rock core；
(2) according to default seam web frame, different segments is cut into by the tabular rock core is horizontal and vertical, and load
In test trough；
(3) by adding proppant, diaclase bar number and seam web frame：I.e. by the proppant that adds different-grain diameter or
The control of fracture network slit width is realized using different sanding concentration；
(4) diversion chamber is installed, four air inlets are connected with the air inlet of API flow conductivity testers；
(5) acquisition and control system of API water conservancy diversion testers is opened, default closure pressure is forced into the diversion chamber
Power, the clossing pressure refer to act on the wall of crack the power for making crack closure, generally equal to minimum principal stress；Led described
Flow chamber lays displacement meter, initial value 0；
(6) it is maintained under the conditions of default clossing pressure, to air inlet air inlet simultaneously, while measures in the diversion chamber
Terminal pressure, when four pressure taps measure pressure it is identical when, then judge that the diversion chamber is in stable state, start to test,
Gathered data；
(7) outer computer is opened, all data are transferred in computer by data acquisition device in experimentation：
Obtain air inlet flow, the terminal pressure that pressure tap measures, gas outlet flow, gas outlet pressure, displacement meter reading；
(8) flowing gas state is radial flow, and according to area equation, the plan radius for calculating rectangular channel isRoot
Go out to stitch net flow conductivity calculation formula according to radial flow formula and the flow conductivity derivation of equation,
The calculation formula of fracture network flow conductivity uses：
wf- effective slit width, this effective slit width are conversion slit width, are calculated in fracture network after the cumulative volume in crack, divided by
The cross-sectional area of diversion chamber, gained are effective slit width；
kfThe permeability of-fracture network, gas flow rate is controlled, gas seepage flow in fracture network is met darcy flow；
Q-flow, is read by gas flowmeter；
μ-viscosity, take N at room temperature2Viscosity；
A-test trough the length of side；
rw- simulation wellbore hole radius；
H-seam web frame height；
pe- test trough terminal pressure；
po- gas outlet pressure；
π-constant, its value are 3.1415926；
(9) insert depth calculates：
The changing value Δ w of seam web frame height is measured using the displacement meter, it is known that the bar number of horizontal fracture is n, meter
The insert depth of the proppant is calculated, calculation formula is as follows：
D-insert depth in formula；
Δ w-seam web frame height change value；
N-horizontal fracture bar number.
Beneficial effects of the present invention：
1) present invention can simulate different seam web frames by improving the diversion chamber for testing seam net flow conductivity and method
And fracture width, it can be merged with existing API diversion chamber, system is cost-effective without redesigning.
2) reservoir rock such as shale and tight sand, more accurate simulated formation lithology, it is contemplated that proppant embedment pair are used
The injury of flow conductivity so that experiment is more accurate.
3) present invention can measure the flow conductivity under different seam web frames, different sanding concentration.
4) tested media nowed forming of the present invention is radial flow, expands tested media and involves scope, improves water conservancy diversion energy
Power test accuracy.
5) diversion chamber of the present invention is easy to use, safe ready, and new method is provided for seam net flow conductivity test；Institute
Stating diversion chamber can merge with API flow conductivity testers, gas cylinder, gas flowmeter, differential manometer, displacement meter, data acquisition and control
The systems such as system processed, computer are held essentially constant, without redesigning whole system.
Brief description of the drawings：
Fig. 1 is a kind of fractionation front view of the diversion chamber of gas test compact reservoir seam net flow conductivity of the present invention；
Fig. 2 is the overall schematic of seam web frame of the present invention；
Fig. 3 is the top view of diversion chamber of the present invention；
In fig. 1-3：1-fixed screw；2-sealing top plate；3-go up sealing-plug；4-test trough；5-air inlet；6—
Pressure tap；7-simulation wellbore hole；8-preforation tunnel；9-lower sealing-plug；10-seal base；11-gas outlet；12-level is split
Seam；13-transverse crack；14-tabular rock core；15-vertical fracture.
Embodiment
The present invention is described in detail with reference to embodiment, but not limited to this.
As Figure 1-3.
Embodiment 1,
Vertical fracture in research seam web frame, such as the bar number fracture network flow conductivity of the vertical fracture 15 in Fig. 1
Influence.Shale core is processed into size identical tabular rock core with cutting machine, length is 50~60mm, 50~60mm of width,
Thickness is 12~15mm；By whether adding proppant, vertical fracture bar number is controlled, to the crack do not studied, does not add support
Agent, directly close；Singly slit width, proppant, sanding concentration are identical in seam net, are assembled into the different fracture network of vertical fracture bar number
Network model.The fracture network flow conductivity of different models is measured, so as to show that the bar number fracture network of vertical fracture is led
The influence of stream ability.
A kind of diversion chamber of gas test compact reservoir seam net flow conductivity, including up/down perforation set test trough 4, in institute
State the top sealing top plate 2 set of test trough 4 and the seal base 10 set in the bottom of the test trough；Test trough 4 is used
To dispose seam web frame and sand bedding to be tested, the horizontal cross-section of test trough 4 is square, the inner edge of the test trough 4
A length of 250~300mm, the thickness of test trough 4 are 25~30mm；Air inlet 5 is provided with each side of test trough 4
With pressure tap 6, the air inlet 5 is connected with the air inlet of API flow conductivity testers, the pressure tap 6 and API flow conductivities
Tester pressure tap is connected；The seal base 10 insertion is provided with the simulation wellbore hole 7 of perforation 8, the simulation wellbore hole 7 it is straight
Footpath is 8~11mm, and the surface of the simulation wellbore hole 7 is provided with perforation 8, and the top of simulation wellbore hole 7 is provided with filter screen；In the mould
The bottom of plan pit shaft 7 is provided with the gas outlet 11 for testing outlet pressure.
The diameter of pressure tap 6 is adapted with API flow conductivity tester pressure tap diameters.
The a diameter of 6.35mm of pressure tap；A diameter of 5~8mm of the air inlet.
The sealing top plate includes top plate and upper sealing-plug 3, and the seal base includes bottom plate and lower sealing-plug 9.
Embodiment 2,
A kind of diversion chamber of gas test compact reservoir seam net flow conductivity, its distinctive points are as described in Example 1,
The through of the seal base is provided with simulation wellbore hole 7.
The thickness of the sealing top plate and seal base is 10~15mm；The thickness of the upper sealing-plug be 40~
50mm；The thickness of the lower sealing-plug is 20~25mm.
The surface of sealing-plug and lower sealing-plug is provided with seal groove on described, and fluid sealant is provided with the seal groove
Piece, the thickness of the sealed film is 5~7mm.
Embodiment 3,
The method for testing compact reservoir fracture network flow conductivity using the diversion chamber as described in embodiment 1 or 2, including it is following
Step：
(1) formation rock, i.e. shale or tight sand are chosen, the formation rock is processed into tabular rock core；
(2) according to default seam web frame, different segments is cut into by the tabular rock core is horizontal and vertical, and load
In test trough；
(3) by adding proppant, diaclase bar number and seam web frame：I.e. by the proppant that adds different-grain diameter or
The control of fracture network slit width is realized using different sanding concentration；
(4) diversion chamber is installed, four air inlets are connected with the air inlet of API flow conductivity testers；
(5) acquisition and control system of API water conservancy diversion testers is opened, default closure pressure is forced into the diversion chamber
Power, the clossing pressure refer to act on the wall of crack the power for making crack closure, generally equal to minimum principal stress；Led described
Flow chamber lays displacement meter, initial value 0；
(6) it is maintained under the conditions of default clossing pressure, to air inlet air inlet simultaneously, while measures in the diversion chamber
Terminal pressure, when four pressure taps measure pressure it is identical when, then judge that the diversion chamber is in stable state, start to test,
Gathered data；
(7) outer computer is opened, all data are transferred in computer by data acquisition device in experimentation：
Obtain air inlet flow, the terminal pressure that pressure tap measures, gas outlet flow, gas outlet pressure, displacement meter reading；
(8) flowing gas state is radial flow, and according to area equation, the plan radius for calculating rectangular channel isRoot
Go out to stitch web frame flow conductivity calculation formula according to radial flow formula and the flow conductivity derivation of equation,
The calculation formula of fracture network flow conductivity uses：
wf- effective slit width, this effective slit width are conversion slit width, are calculated in fracture network after the cumulative volume in crack, divided by
The cross-sectional area of diversion chamber, gained are effective slit width；
kfThe permeability of-fracture network, gas flow rate is controlled, gas seepage flow in fracture network is met darcy flow；
Q-flow, is read by gas flowmeter；
μ-viscosity, take N at room temperature2Viscosity；
A-test trough the length of side；
rw- simulation wellbore hole radius；
H-seam web frame height；
pe- test trough terminal pressure；
po- gas outlet pressure；
π-constant, its value are 3.1415926；
(9) insert depth calculates：
The changing value Δ w of seam web frame height is measured using the displacement meter, it is known that the bar number of horizontal fracture is n, meter
The insert depth of the proppant is calculated, calculation formula is as follows：
D-insert depth in formula；
Δ w-seam web frame height change value；
N-horizontal fracture bar number.
Embedding depth of proppant is calculated, contrasts the insert depth of different rocks, studies the embedded injury of proppant.
Change the bar number V of vertical fracture 15 in embodiment 3；13 described 12 number H of horizontal fracture, transverse crack number T are not
Becoming, sanding concentration keeps constant, and it is 60MPa to be loaded into clossing pressure, tests 2h flow conductivity, experimental data such as table 1 below,
Table 2：
The vertical fracture opposite joint net flow conductivity of table 1 influences test data
The insert depth test data of table 2 and comparative analysis
It can be seen that from above-mentioned table 1,2, diversion chamber of the present invention can test the flow conductivity of different seam web frames, analysis
It influences relation；Embedding depth of proppant can be tested, it is smaller with the insert depth error of actual measurement, can more accurately it measure embedded deep
Degree.
Embodiment 4：
The horizontal fracture in research fracture network is carried out, such as the bar number fracture network water conservancy diversion of horizontal fracture 12 in Fig. 1
The influence of ability.Proppant is not added using part of horizontal crack, the method directly closed, changes the bar number of horizontal fracture, protects
It is constant to hold fracture network model of analogous outcrop other specification.Proppant is separately added into fracture network model of analogous outcrop, ensures the width singly stitched in seam net
Spend all same.The fracture network flow conductivity under varying level Number of Fractures is measured respectively, so as to draw the bar number of horizontal fracture
The influence of fracture network flow conductivity.
The method for testing compact reservoir fracture network flow conductivity using the diversion chamber as described in embodiment 1 or 2, including it is following
Step：
(1) formation rock, i.e. shale or tight sand are chosen, the formation rock is processed into tabular rock core；
(2) according to default seam web frame, different segments is cut into by the tabular rock core is horizontal and vertical, and load
In test trough；
(3) by adding proppant, diaclase bar number and seam web frame：I.e. by the proppant that adds different-grain diameter or
The control of fracture network slit width is realized using different sanding concentration；
(4) diversion chamber is installed, four air inlets are connected with the air inlet of API flow conductivity testers；
(5) acquisition and control system of API water conservancy diversion testers is opened, default closure pressure is forced into the diversion chamber
Power, the clossing pressure refer to act on the wall of crack the power for making crack closure, generally equal to minimum principal stress；Led described
Flow chamber lays displacement meter, initial value 0；
(6) it is maintained under the conditions of default clossing pressure, to air inlet air inlet simultaneously, while measures in the diversion chamber
Terminal pressure, when four pressure taps measure pressure it is identical when, then judge that the diversion chamber is in stable state, start to test,
Gathered data；
(7) outer computer is opened, all data are transferred in computer by data acquisition device in experimentation：
Obtain air inlet flow, the terminal pressure that pressure tap measures, gas outlet flow, gas outlet pressure, displacement meter reading；
(8) flowing gas state is radial flow, and according to area equation, the plan radius for calculating rectangular channel isRoot
Go out to stitch web frame flow conductivity calculation formula according to radial flow formula and the flow conductivity derivation of equation,
The calculation formula of fracture network flow conductivity uses：
wf- effective slit width, this effective slit width are conversion slit width, are calculated in fracture network after the cumulative volume in crack, divided by
The cross-sectional area of diversion chamber, gained are effective slit width；
kfThe permeability of-fracture network, gas flow rate is controlled, gas seepage flow in fracture network is met darcy flow；
Q-flow, is read by gas flowmeter；
μ-viscosity, take N at room temperature2Viscosity；
A-test trough the length of side；
rw- simulation wellbore hole radius；
H-seam web frame height；
pe- test trough terminal pressure；
po- gas outlet pressure；
π-constant, its value are 3.1415926；
(9) insert depth calculates：
The changing value Δ w of seam web frame height is measured using the displacement meter, it is known that the bar number of horizontal fracture is n, meter
The insert depth of the proppant is calculated, calculation formula is as follows：
D-insert depth in formula；
Δ w-seam web frame height change value；
N-horizontal fracture bar number.
Change the bar number of horizontal fracture in embodiment 4, vertical fracture (V), transverse crack (T) bar are constant, and sanding concentration is equal
Keep constant, it is 60MPa to be loaded into clossing pressure, tests 2h flow conductivity.Experimental data such as table 3 below, 4.
The horizontal fracture opposite joint net flow conductivity of table 3 influences test data
The insert depth test data of table 4 and comparative analysis
Claims (7)
1. a kind of method of diversion chamber's test compact reservoir fracture network flow conductivity, the gas test compact reservoir being directed to
The diversion chamber of net flow conductivity is stitched, including up/down perforation sets test trough, the sealing top plate set at the top of the test trough
With the seal base set in the bottom of the test trough；Test trough is used for disposing seam web frame and sand bedding to be tested, institute
Test trough horizontal cross-section is stated as square, inner edge a length of 250~300mm of the test trough, the test slot thickness is 25~
30mm；Air inlet and pressure tap, the air inlet and API flow conductivity testers are provided with each side of test trough
Air inlet be connected, the pressure tap is connected with API flow conductivity tester pressure taps；It is provided with seal base insertion
The simulation wellbore hole of perforation, a diameter of 8~11mm of the simulation wellbore hole, the surface of the simulation wellbore hole is provided with perforation, in mould
Intend pit shaft top and be provided with filter screen；The bottom of the simulation wellbore hole is provided with the gas outlet for testing outlet pressure；
It the described method comprises the following steps：
(1) formation rock, i.e. shale or tight sand are chosen, the formation rock is processed into tabular rock core；
(2) according to default seam web frame, different segments is cut into by the tabular rock core is horizontal and vertical, and load test
In groove；
(3) by adding proppant, diaclase bar number and seam web frame：Pass through the proppant for adding different-grain diameter or use
Different sanding concentration realizes the control of fracture network slit width；
(4) diversion chamber is installed, the air inlet is connected with the air inlet of API flow conductivity testers；
(5) acquisition and control system of API water conservancy diversion testers is opened, default clossing pressure is forced into the diversion chamber,
The clossing pressure refers to act on the wall of crack the power for making crack closure, generally equal to minimum principal stress；In the water conservancy diversion
Lay displacement meter, initial value 0 in room；
(6) it is maintained under the conditions of default clossing pressure, to air inlet air inlet simultaneously, while measures the side in the diversion chamber
Boundary's pressure, when pressure tap measure pressure it is identical when, then judge that the diversion chamber is in stable state, start to test, gathered data；
(7) outer computer is opened, all data are transferred in computer by data acquisition device in experimentation：Obtain
Obtain air inlet flow, the terminal pressure that pressure tap measures, gas outlet flow, gas outlet pressure, displacement meter reading；
(8) flowing gas state is radial flow, and according to area equation, the plan radius for calculating rectangular channel isAccording to radial flow
Formula goes out to stitch web frame flow conductivity calculation formula with the flow conductivity derivation of equation,
The calculation formula of fracture network flow conductivity uses：
<mrow>
<msub>
<mi>k</mi>
<mi>f</mi>
</msub>
<msub>
<mi>w</mi>
<mi>f</mi>
</msub>
<mo>=</mo>
<mfrac>
<mrow>
<msub>
<mi>Q&mu;w</mi>
<mi>f</mi>
</msub>
<mi>l</mi>
<mi>n</mi>
<mo>&lsqb;</mo>
<mi>a</mi>
<mo>/</mo>
<mrow>
<mo>(</mo>
<msub>
<mi>r</mi>
<mi>w</mi>
</msub>
<msqrt>
<mi>&pi;</mi>
</msqrt>
<mo>)</mo>
</mrow>
<mo>&rsqb;</mo>
</mrow>
<mrow>
<mn>2</mn>
<mi>&pi;</mi>
<mi>h</mi>
<mrow>
<mo>(</mo>
<msub>
<mi>p</mi>
<mi>e</mi>
</msub>
<mo>-</mo>
<msub>
<mi>p</mi>
<mi>o</mi>
</msub>
<mo>)</mo>
</mrow>
</mrow>
</mfrac>
<mo>-</mo>
<mo>-</mo>
<mo>-</mo>
<mrow>
<mo>(</mo>
<mi>i</mi>
<mo>)</mo>
</mrow>
</mrow>
wf- effective slit width, this effective slit width are conversion slit width, are calculated in fracture network after the cumulative volume in crack, divided by water conservancy diversion
The cross-sectional area of room, gained are effective slit width；
kfThe permeability of-fracture network, gas flow rate is controlled, gas seepage flow in fracture network is met darcy flow；
Q-flow, is read by gas flowmeter；
μ-viscosity, take N at room temperature2Viscosity；
A-test trough the length of side；
rw- simulation wellbore hole radius；
H-seam web frame height；
pe- test trough terminal pressure；
po- gas outlet pressure；
π-constant, its value are 3.1415926；
(9) insert depth calculates：
The changing value Δ w of seam web frame height is measured using the displacement meter, it is known that the bar number of horizontal fracture is n, calculates institute
The insert depth of proppant is stated, calculation formula is as follows：
<mrow>
<mi>d</mi>
<mo>=</mo>
<mfrac>
<mrow>
<mi>&Delta;</mi>
<mi>w</mi>
</mrow>
<mi>n</mi>
</mfrac>
<mo>-</mo>
<mo>-</mo>
<mo>-</mo>
<mrow>
<mo>(</mo>
<mi>i</mi>
<mi>i</mi>
<mo>)</mo>
</mrow>
</mrow>
D-insert depth in formula；
Δ w-seam web frame height change value；
N-horizontal fracture bar number.
2. the method for diversion chamber's test compact reservoir fracture network flow conductivity according to claim 1, it is characterised in that institute
Pressure tap diameter is stated to be adapted with API flow conductivity tester pressure tap diameters.
3. the method for diversion chamber's test compact reservoir fracture network flow conductivity according to claim 1, it is characterised in that institute
State a diameter of 6.35mm of pressure tap；A diameter of 5~8mm of the air inlet.
4. the method for diversion chamber's test compact reservoir fracture network flow conductivity according to claim 1, it is characterised in that institute
Stating sealing top plate includes top plate and upper sealing-plug, and the seal base includes bottom plate and lower sealing-plug.
5. the method for diversion chamber's test compact reservoir fracture network flow conductivity according to claim 1, it is characterised in that
The through of the seal base is provided with simulation wellbore hole.
6. the method for diversion chamber's test compact reservoir fracture network flow conductivity according to claim 4, it is characterised in that institute
The thickness for stating sealing top plate and seal base is 10~15mm；The thickness of upper sealing-plug is 40~50mm；The thickness of lower sealing-plug
Spend for 20~25mm.
7. the method for diversion chamber's test compact reservoir fracture network flow conductivity according to claim 4, it is characterised in that
The surface of the upper sealing-plug and lower sealing-plug is provided with seal groove, and sealed film is provided with the seal groove, described close
The thickness of sealing piece is 5~7mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410794850.3A CN104564043B (en) | 2014-12-18 | 2014-12-18 | A kind of diversion chamber of gas test compact reservoir seam net flow conductivity and its method of work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410794850.3A CN104564043B (en) | 2014-12-18 | 2014-12-18 | A kind of diversion chamber of gas test compact reservoir seam net flow conductivity and its method of work |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104564043A CN104564043A (en) | 2015-04-29 |
| CN104564043B true CN104564043B (en) | 2017-12-01 |
Family
ID=53081028
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410794850.3A Active CN104564043B (en) | 2014-12-18 | 2014-12-18 | A kind of diversion chamber of gas test compact reservoir seam net flow conductivity and its method of work |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104564043B (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105298488A (en) * | 2015-12-03 | 2016-02-03 | 中国石油集团川庆钻探工程有限公司 | Method for testing flow conductivity in discontinuous filling mode |
| CN106404631B (en) * | 2016-10-17 | 2023-06-30 | 长江大学 | System and method for testing oil-water two-phase conductivity of compact oil pressure fracture network |
| CN107462510B (en) * | 2017-08-22 | 2019-09-27 | 东北石油大学 | Test the device for becoming under triaxial stress and stitching high bifurcated fracture condudtiviy |
| CN107939363B (en) * | 2017-10-25 | 2020-03-13 | 中国石油天然气集团公司 | Visual model for simulating fluid flow in tight reservoir fracture and preparation and application thereof |
| CN109209343B (en) * | 2018-11-15 | 2023-09-15 | 西南石油大学 | Visual simulation experiment device and visual simulation experiment method for liquid-solid two-phase radial flow of rough fracture |
| CN110685680B (en) * | 2019-11-12 | 2020-07-28 | 西南石油大学 | Large-size multi-angle acid etching crack acid liquid evaluation device and method |
| CN112796741A (en) * | 2019-11-14 | 2021-05-14 | 中国石油化工股份有限公司 | Novel flow guiding capacity determination and calculation method |
| CN110939439B (en) * | 2019-12-11 | 2022-12-09 | 东北石油大学 | Long-term conductivity measuring device for continental facies shale oil reservoir fractures |
| CN114112839A (en) * | 2021-11-16 | 2022-03-01 | 西南石油大学 | Testing device and method for horizontal crack dominant seepage channel |
| CN115184208B (en) * | 2022-09-08 | 2023-01-17 | 青岛旭域土工材料股份有限公司 | Equipment and method for testing plane air conductivity of flow guide net |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201778803U (en) * | 2010-02-26 | 2011-03-30 | 江苏工业学院 | Vertical fracture flow conductivity evaluation experimental device |
| CN101864949B (en) * | 2010-06-18 | 2011-08-10 | 西南石油大学 | Test device and method for simulating acid etching crack flow guide capability |
| CN102587886A (en) * | 2012-03-20 | 2012-07-18 | 西南石油大学 | Testing device and testing method for flow conductivity of acid-eroded fractures |
| CN102720486B (en) * | 2012-06-28 | 2015-07-15 | 中国石油大学(华东) | Device for testing shale gas fracture network diversion capacity and working method of device |
| CN103244112A (en) * | 2013-05-08 | 2013-08-14 | 常州大学 | Method and device for testing flow conductivity of fracture network of shale |
| CN103256047A (en) * | 2013-05-17 | 2013-08-21 | 常州大学 | Method for researching variable mass multiphase flowing regular in horizontal well fracturing completion method |
| CN204327083U (en) * | 2014-12-18 | 2015-05-13 | 中国石油大学(华东) | A kind of diversion chamber of gas test compact reservoir seam net flow conductivity |
-
2014
- 2014-12-18 CN CN201410794850.3A patent/CN104564043B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN104564043A (en) | 2015-04-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104564043B (en) | A kind of diversion chamber of gas test compact reservoir seam net flow conductivity and its method of work | |
| CN204327083U (en) | A kind of diversion chamber of gas test compact reservoir seam net flow conductivity | |
| CN104568694B (en) | Method for testing gas-water relative permeability of dense core | |
| CN106596380B (en) | Shale staged fracturing horizontal well fracturing fluid flowback capability evaluation method and device | |
| CN102720486B (en) | Device for testing shale gas fracture network diversion capacity and working method of device | |
| CN106522934B (en) | Physical simulation experiment device and method for development of complex fractured reservoir horizontal well | |
| CN102590888B (en) | Experimental device for simulating spreading of propping agent in crack and application thereof | |
| CN102914494B (en) | Device for measuring dynamic leak-off of foam fracturing fluid and working method thereof | |
| CN103048431B (en) | Hydrofracture propping agent settlement and permeability testing device | |
| CN109138998A (en) | A kind of experimental test procedures of low permeability reservoir high temperature and pressure imbibition oil-recovering rate | |
| CN105547967B (en) | Fissuted medium system permeability tensor indoor measurement device | |
| CN109001438A (en) | A kind of joint seal gas shutoff experimental simulation device and test method | |
| CN107121370A (en) | Fine and close oil reservoir Water trapping damages experimental evaluation method | |
| CN109707373B (en) | Horizontal well-vertical well bidirectional tracing method based on fluid production profile test and inter-well tracing | |
| CN107656036A (en) | A kind of HTHP dynamic joint seal gas-stopping effect evaluation experimental device and its evaluation method | |
| CN102953726A (en) | Method and device for water drive oilfield advantage channel recognition | |
| CN205538580U (en) | Indoor survey device of fissuted medium system infiltration tensor | |
| CN207499866U (en) | A kind of experimental provision for being used to evaluate horizontal well plugging effect | |
| CN108959767A (en) | A kind of narrow river channel type gas reservoir difference well type condensate injury method for numerical simulation | |
| CN104406895A (en) | Novel coal bed permeability testing device and method | |
| CN105651665A (en) | Method for evaluating influence of drilling and completion fluid on oil and water permeability of rock core | |
| CN106370524B (en) | The method and verifying device of a kind of limit injection pressure of determination along interlayer the second cement plane channelling | |
| CN109736788A (en) | A kind of experimental method for differentiating chemical flooding leading edge and involving state | |
| CN103674593A (en) | Device and method for simulating waterflood test in fracturing vertical shaft of low-permeability reservoir | |
| CN105298488A (en) | Method for testing flow conductivity in discontinuous filling mode |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |