CN203658217U - Seepage starting pressure gradient test device - Google Patents
Seepage starting pressure gradient test device Download PDFInfo
- Publication number
- CN203658217U CN203658217U CN201420005418.7U CN201420005418U CN203658217U CN 203658217 U CN203658217 U CN 203658217U CN 201420005418 U CN201420005418 U CN 201420005418U CN 203658217 U CN203658217 U CN 203658217U
- Authority
- CN
- China
- Prior art keywords
- flow
- pressure
- pressure gradient
- seepage
- core
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model relates to a seepage starting pressure gradient test device which comprises a core holding unit, a confining pressure device, a height-variable constant-liquid tank, a precision electronic balance, a capillary tube with scales, a six-way tube, a tapered beaker, a precision pressure gauge and a constant-flow pump. Through the theory of parallel connection, the seepage starting pressure gradient tests of a plurality of cores can be carried out at the same time. The data points at the low-dropout flow seepage stages are correctly collected by utilizing the height-variable constant-liquid tank; the data points at the relatively high-dropout flow seepage stages are correctly collected by utilizing the constant-flow pump; and the starting point of a dropout flow relation curve is correctly collected by utilizing the capillary tube with scales. By drawing two sleeves and point data in a same data table, an integral dropout and a flow relation curve are obtained so as to solve core seepage starting pressure gradients in different forms. The seepage starting pressure gradient test device can be used for testing the core seepage starting pressure gradients.
Description
Technical field
The utility model relates to a kind of pressure gradient experimental apparatus for testing, specifically be a kind of experimental provision of testing low permeability reservoir rock core pressure gradient and differential pressure flow relation curve.
Background technology
Along with the development of China Petroleum, will there is more low permeability oil field to drop into exploitation.A large amount of simulating lab test and field tests show, the low speed seepage flow of fluid in low-permeability oil deposit no longer meets Darcy's law, but has the feature of pressure gradient.How accurately complete differential pressure flow relation curve and the pressure gradient of testing out of method is by experiment the key of research Non-Darcy Flow in Low Permeability Reservoir rule.
Measure at present starting pressure gradient and mainly adopt stable state " pressure reduction-discharge method ", " capillary equilibrium method " or assay method that both combine.Pressure reduction-discharge method, adopts conventional constant flow pump can only measure larger differential pressure flow relation data point, and what obtain is to intend pressure gradient; Capillary equilibrium method can only record the starting point of differential pressure flow relation curve, and what obtain is true pressure gradient.Therefore in the low voltage difference flow seepage flow stage, under prior art means condition, unless adopted superhigh precision constant flow pump, most of data point cannot accurately collect, but superhigh precision constant flow pump is expensive.In the situation that lacking data point, be difficult to the description fluid seepage flow characteristics with the method complete and accurate of mathematics.This experimental provision has overcome above-mentioned shortcoming, by the simple combination of cheap equipment, both can adopt cheap conventional constant flow pump to obtain larger differential pressure flow seepage flow number of stages strong point, also can adopt the permanent liquid case of variable height to record the low voltage difference flow data point in seepage flow stage, therefore can determine exactly whole flow event, obtain the relation curve equation of complete pressure reduction and flow, and then can be in the hope of the multi-form pressure gradient of rock core and seepage flow equation function expression.
Summary of the invention
The purpose of this utility model is as far as possible accurately intactly to determine the whole flow event of rock core, for Start-up Pressure Gradients in Low Permeability Reservoir test provides experiment basis.
The technical scheme that the utility model adopts is:
This pressure gradient experimental apparatus for testing comprises the permanent liquid case, precise electronic balance of core holding unit, confined pressure device, variable height, kapillary with scale, six logical, tapered beaker, precision pressure gauge, constant flow pump.By principle in parallel, can carry out the pressure gradient test of multiple rock cores simultaneously.Utilize the permanent liquid case of variable height accurately to gather low voltage difference flow seepage flow number of stages strong point, utilize constant flow pump accurately to gather larger differential pressure flow seepage flow number of stages strong point, the kapillary of utilization with scale accurately gathers the starting point of differential pressure flow relation curve.Two covers and some data are plotted in same tables of data, obtain complete pressure reduction and discharge relation curve and then try to achieve multi-form rock core pressure gradient
Advantage of the present utility model: the equipment price of employing is cheap and easy and simple to handle; Many cover determinators can be installed and carry out multiple tests simultaneously; Can accurately intactly determine whole flow event; Can test out multi-form starting pressure gradient; The variation of the precise electronic balance metering quality using, its measuring accuracy reaches 0.0001g, and measuring accuracy is high.
Accompanying drawing explanation
Fig. 1 is the utility model agent structure schematic diagram.
In figure: 1. the permanent liquid case of variable height, 2. constant flow pump, 3. confined pressure device, 4. precision pressure gauge, the 5. kapillary with scale, 6. core holding unit, 7. conical beaker, 8. six is logical, 9. precise electronic balance.
Embodiment
How just introduce in detail by reference to the accompanying drawings experiment below implements:
As shown in Figure 1, Fig. 1 is the utility model agent structure schematic diagram, and this experimental provision is by the permanent liquid case 1 of variable height, constant flow pump 2, confined pressure device 3, precision pressure gauge 4, kapillary 5 with scale, core holding unit 6, conical beaker 7, six logical 8 and precise electronic balance 9 and forming.
It is characterized in that experiment rock core is arranged on core holding unit 6, is connected the while to multiple core holding units 6 end pressure that provides access by constant flow pump 2 and six logical 8, inlet end pressure pressure is measured by precision pressure gauge 4, and core holding unit 6 endpiece connect tapered beaker 7.Weigh the increase of fluid mass in the tapered beaker 7 of certain experimental period by precise electronic balance 9, by the anti-dilatation of releasing of density of fluid, calculate volumetric flow rate by experimental period, by changing constant flow pump 2 flows, can carry out the experiment under different test pressure differential in larger differential pressure flow flow event.Permanent liquid case 1 by variable height and six logical 8 is connected the while to multiple core holding units 6 end pressure that provides access, and inlet end pressure is by being with scale kapillary 5 liquid levels to measure, and core holding unit 6 endpiece connect tapered beaker 7.Weigh the increase of fluid mass in the tapered beaker 7 of certain experimental period by precise electronic balance 9, by the anti-dilatation of releasing of density of fluid, calculate volumetric flow rate by experimental period, by the weigh height of liquid case 1 of change, can carry out the experiment under different test pressure differential in low voltage difference flow flow event.Add the kapillary 5 with scale at any outlet port of rock core holder, carry out the starting point of capillary equilibrium method test determination differential pressure flow relation curve, and then can complete the experiment of complete flow event and the multi-form pressure gradient test of rock core.
This pressure gradient experimental apparatus for testing, in the time testing, mainly comprises the steps:
(1) preliminary work: rock core vacuumizing, then saturated local water or formation oil.
(2) rock core of saturated water or oil is arranged in core holding unit, adds confined pressure and press from both sides real rock core.
(3) open six logical middle constant flow pump pipelines and carry out the step-by-step test of higher differential pressure flow seepage flow.
(4) open constant flow pump, test with certain flow.
(5) after endpiece stability of flow, be designated as starting point, timing, endpiece accesses tapered beaker, is weighed the added value of a period of time inner fluid quality, by the anti-volumetric flow rate that pushes away of fluid density by precise electronic balance.
(6) core entry end pressure is recorded by precision pressure gauge, and endpiece pressure is atmospheric pressure, and then calculates test pressure differential, note pressure reduction.
(7) change constant flow pump flow, repeat 3~6 steps, record higher differential pressure flow seepage flow number of stages strong point.
(8) closing constant flow pump pipeline opens the permanent liquid case pipeline of variable height and carries out the step-by-step test of low voltage difference flow seepage flow.
(9) open permanent liquid case, after level balance, open inlet end valve.
(10) after endpiece stability of flow, be designated as starting point, timing, endpiece accesses tapered beaker, is weighed the added value of a period of time inner fluid quality, by the anti-volumetric flow rate that pushes away of fluid density by precise electronic balance.
(11) core entry end pressure is obtained by kapillary liquid level high computational, and endpiece pressure is atmospheric pressure, and then calculates test pressure differential, note pressure reduction.
(12) change permanent liquid case height, repeat 9~11 steps, record low voltage difference flow seepage flow number of stages strong point.
(13) install the kapillary with scale additional at outlet port of rock core holder, carry out the starting point of capillary equilibrium method test determination differential pressure flow relation curve.
By by test pressure differential and corresponding flow calibration in plate, can accurately complete flow event must be described out, obtain multi-form pressure gradient and seepage flow equation function expression.
Claims (4)
1. a pressure gradient experimental apparatus for testing, comprises the permanent liquid case (1), precise electronic balance (9) of core holding unit (6), confined pressure device, variable height, the kapillary (5) with scale, six logical (8), tapered beakers (7), precision pressure gauge (4), constant flow pump (2); By principle in parallel, can carry out the pressure gradient test of multiple rock cores simultaneously; Utilize the permanent liquid case of variable height accurately to gather low voltage difference flow seepage flow number of stages strong point, utilize constant flow pump accurately to gather larger differential pressure flow seepage flow number of stages strong point, the kapillary of utilization with scale accurately gathers the starting point of differential pressure flow relation curve; Two covers and some data are plotted in same tables of data, obtain complete pressure reduction and discharge relation curve and then try to achieve multi-form rock core pressure gradient.
2. a kind of pressure gradient experimental apparatus for testing according to claim 1, the rock core of saturated oil (water) is arranged on core holding unit (6), is connected the while to multiple core holding units (6) end pressure that provides access by constant flow pump (2) and six logical (8), inlet end pressure pressure is measured by precision pressure gauge (4), core holding unit (6) endpiece connects tapered beaker (7), weigh the increase of fluid mass in the tapered beaker of certain experimental period (7) by precise electronic balance (9), by the anti-dilatation of releasing of density of fluid, calculate volumetric flow rate by experimental period, by changing constant flow pump (2) flow, can carry out the experiment under different test pressure differential in larger differential pressure flow flow event, permanent liquid case (1) by variable height and six logical (8) are connected the while to multiple core holding units (6) end pressure that provides access, inlet end pressure is by being with scale kapillary (5) liquid level to measure, core holding unit (6) endpiece connects tapered beaker (7), weigh the increase of fluid mass in the tapered beaker of certain experimental period (7) by precise electronic balance (9), by the anti-dilatation of releasing of density of fluid, calculate volumetric flow rate by experimental period, by the weigh height of liquid case (1) of change, can carry out the experiment under different test pressure differential in low voltage difference flow flow event, add the kapillary (5) with scale at any outlet port of rock core holder, carry out the starting point of capillary equilibrium method test determination differential pressure flow relation curve, and then can complete the experiment of complete flow event and the multi-form pressure gradient test of rock core.
3. a kind of pressure gradient experimental apparatus for testing according to claim 1, can measure rock core starting pressure gradient.
4. a kind of pressure gradient experimental apparatus for testing according to claim 1, is characterized in that: the equipment price of employing is cheap and easy and simple to handle; Many cover determinators can be installed and carry out multiple tests simultaneously; Can accurately intactly determine whole flow event; Can test out multi-form starting pressure gradient; The variation of the precise electronic balance metering quality using, its measuring accuracy reaches 0.0001g, and measuring accuracy is high.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420005418.7U CN203658217U (en) | 2014-01-06 | 2014-01-06 | Seepage starting pressure gradient test device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420005418.7U CN203658217U (en) | 2014-01-06 | 2014-01-06 | Seepage starting pressure gradient test device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203658217U true CN203658217U (en) | 2014-06-18 |
Family
ID=50924594
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420005418.7U Expired - Fee Related CN203658217U (en) | 2014-01-06 | 2014-01-06 | Seepage starting pressure gradient test device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203658217U (en) |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104215506A (en) * | 2014-09-15 | 2014-12-17 | 中国矿业大学 | Gradient confining pressure loading method |
CN104297126A (en) * | 2014-10-17 | 2015-01-21 | 中国石油天然气股份有限公司 | Device and method applied to measurement of low-permeability reservoir gas seepage start-up pressure gradient |
CN104359819A (en) * | 2014-11-10 | 2015-02-18 | 中国石油天然气股份有限公司 | Device and method for determining gas-water relative permeability of low-infiltration dense rock core |
CN105319153A (en) * | 2015-02-11 | 2016-02-10 | 中国石油化工股份有限公司 | Measuring method of liquid full pressure gradient-flow relation in low-permeability reservoir |
CN105758582A (en) * | 2016-03-02 | 2016-07-13 | 中国石油大学(北京) | Device and method for measuring flowing start pressure of fluid in porous medium |
CN106124381A (en) * | 2016-06-21 | 2016-11-16 | 河南理工大学 | Hypotonic coal seam reservoirs gas free-boundary problem and the on-the-spot test method of permeability |
CN106248546A (en) * | 2016-06-16 | 2016-12-21 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of multiple dimensioned thermal transport synchronous monitoring pilot system and test method |
CN106596377A (en) * | 2016-12-21 | 2017-04-26 | 中国石油化工股份有限公司江汉油田分公司勘探开发研究院 | Sealed shale gas flow testing method and device |
CN106802271A (en) * | 2017-02-08 | 2017-06-06 | 中海石油(中国)有限公司 | A kind of measurement apparatus and method of poly- oil reservoirs fluid neuron network free-boundary problem |
CN107356364A (en) * | 2017-06-26 | 2017-11-17 | 中国石油大学(北京) | The measurement apparatus and method of compact rock core free-boundary problem |
CN109557010A (en) * | 2018-11-07 | 2019-04-02 | 北京科技大学 | A kind of experimental method measuring pressure gradient |
CN109580448A (en) * | 2017-09-29 | 2019-04-05 | 中国石油化工股份有限公司 | Starting Pressure Gradient in Low Permeability Reservoir test device and method |
CN109869133A (en) * | 2019-01-30 | 2019-06-11 | 西南石油大学 | Exploitation experimental design method based on oil reservoir development difficult point principal contradiction break through direction |
CN110044790A (en) * | 2019-04-10 | 2019-07-23 | 中国科学院地质与地球物理研究所 | A kind of measuring device and method of critical filling pressure |
CN113791015A (en) * | 2021-09-13 | 2021-12-14 | 重庆科技学院 | Starting pressure gradient testing device and method for polymer solution displacement thickened oil |
CN117110172A (en) * | 2023-10-24 | 2023-11-24 | 中国矿业大学 | Gas seepage start pressure gradient testing device and application method |
-
2014
- 2014-01-06 CN CN201420005418.7U patent/CN203658217U/en not_active Expired - Fee Related
Cited By (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104215506B (en) * | 2014-09-15 | 2016-06-22 | 中国矿业大学 | A kind of gradient confined pressure loading method |
CN104215506A (en) * | 2014-09-15 | 2014-12-17 | 中国矿业大学 | Gradient confining pressure loading method |
CN104297126B (en) * | 2014-10-17 | 2016-08-31 | 中国石油天然气股份有限公司 | low permeability reservoir gas seepage starting pressure gradient measuring device and measuring method |
CN104297126A (en) * | 2014-10-17 | 2015-01-21 | 中国石油天然气股份有限公司 | Device and method applied to measurement of low-permeability reservoir gas seepage start-up pressure gradient |
CN104359819A (en) * | 2014-11-10 | 2015-02-18 | 中国石油天然气股份有限公司 | Device and method for determining gas-water relative permeability of low-infiltration dense rock core |
CN105319153A (en) * | 2015-02-11 | 2016-02-10 | 中国石油化工股份有限公司 | Measuring method of liquid full pressure gradient-flow relation in low-permeability reservoir |
CN105758582B (en) * | 2016-03-02 | 2019-02-22 | 中国石油大学(北京) | The measuring device and method of fluid flowing starting pressure in porous media |
CN105758582A (en) * | 2016-03-02 | 2016-07-13 | 中国石油大学(北京) | Device and method for measuring flowing start pressure of fluid in porous medium |
CN106248546A (en) * | 2016-06-16 | 2016-12-21 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of multiple dimensioned thermal transport synchronous monitoring pilot system and test method |
CN106124381A (en) * | 2016-06-21 | 2016-11-16 | 河南理工大学 | Hypotonic coal seam reservoirs gas free-boundary problem and the on-the-spot test method of permeability |
CN106596377A (en) * | 2016-12-21 | 2017-04-26 | 中国石油化工股份有限公司江汉油田分公司勘探开发研究院 | Sealed shale gas flow testing method and device |
CN106802271A (en) * | 2017-02-08 | 2017-06-06 | 中海石油(中国)有限公司 | A kind of measurement apparatus and method of poly- oil reservoirs fluid neuron network free-boundary problem |
CN107356364B (en) * | 2017-06-26 | 2023-05-16 | 中国石油大学(北京) | Device and method for measuring starting pressure gradient of compact rock core |
CN107356364A (en) * | 2017-06-26 | 2017-11-17 | 中国石油大学(北京) | The measurement apparatus and method of compact rock core free-boundary problem |
CN109580448A (en) * | 2017-09-29 | 2019-04-05 | 中国石油化工股份有限公司 | Starting Pressure Gradient in Low Permeability Reservoir test device and method |
CN109557010A (en) * | 2018-11-07 | 2019-04-02 | 北京科技大学 | A kind of experimental method measuring pressure gradient |
CN109869133A (en) * | 2019-01-30 | 2019-06-11 | 西南石油大学 | Exploitation experimental design method based on oil reservoir development difficult point principal contradiction break through direction |
CN110044790B (en) * | 2019-04-10 | 2020-06-19 | 中国科学院地质与地球物理研究所 | Device and method for measuring critical filling pressure |
AU2020202464B2 (en) * | 2019-04-10 | 2021-03-11 | Institute Of Geology And Geophysics, Chinese Academy Of Sciences | Apparatus and method for measuring critical filling pressure |
CN110044790A (en) * | 2019-04-10 | 2019-07-23 | 中国科学院地质与地球物理研究所 | A kind of measuring device and method of critical filling pressure |
CN113791015A (en) * | 2021-09-13 | 2021-12-14 | 重庆科技学院 | Starting pressure gradient testing device and method for polymer solution displacement thickened oil |
CN113791015B (en) * | 2021-09-13 | 2023-08-22 | 重庆科技学院 | Starting pressure gradient testing device and method for polymer solution displacement thick oil |
CN117110172A (en) * | 2023-10-24 | 2023-11-24 | 中国矿业大学 | Gas seepage start pressure gradient testing device and application method |
CN117110172B (en) * | 2023-10-24 | 2024-01-19 | 中国矿业大学 | Gas seepage start pressure gradient testing device and application method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203658217U (en) | Seepage starting pressure gradient test device | |
CN104359819A (en) | Device and method for determining gas-water relative permeability of low-infiltration dense rock core | |
CN201818297U (en) | Oil-gas-water three phase automatic metering device | |
CN104568694A (en) | Method for testing gas-water relative permeability of dense core | |
CN104819921A (en) | Large-size rock fracture permeability test system and measuring method thereof | |
CN104237098A (en) | Method for measuring gradient of rock starting pressure | |
CN103257099A (en) | Device for measuring seepage of porous medium | |
CN104237099A (en) | Device and method for determining radial permeability of compact rock core | |
CN103147420A (en) | Test device and method for researching sea wall engineering piping phenomenon | |
CN206161492U (en) | Can realize becoming penetrant unit of water pressure effect | |
CN106501151A (en) | A kind of shale aperture measurement device and method based on imbibition and ion diffusion property | |
CN105319153A (en) | Measuring method of liquid full pressure gradient-flow relation in low-permeability reservoir | |
CN204705570U (en) | The permeability experimental provision that a kind of automatic pressure detects | |
CN204267017U (en) | A kind of oil-water separation metering device | |
CN105628559B (en) | A kind of shale gas diffusivity detection method, apparatus and system | |
CN103924961A (en) | Oil well oil-gas-water three-phase automatic metering system | |
CN104036120A (en) | Single-point method for measuring fatigue S-N curve performance of materials and components | |
CN104458120A (en) | Verification system of pressure measuring instrument | |
CN207937313U (en) | A kind of device measuring three-dimensional rock core mobiloil water phase percolation curve | |
CN108680482A (en) | Dynamic hollow billet effect experiment evaluation method during a kind of reservoir water | |
CN103149137A (en) | Constant-pressure steady-state gas permeability measuring instrument | |
CN204594519U (en) | Fluid micro-flux self-measuring device | |
CN203376908U (en) | Simple multifunctional integrated flow testing experiment table | |
CN104964729A (en) | Calibrating device for fluid metering instrument | |
CN205280291U (en) | Measurement device for small leakage quantity that lets out of hydraulic component |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140618 Termination date: 20150106 |
|
EXPY | Termination of patent right or utility model |