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CN110130872A - Artificial fracture network seepage rule simulation experiment device - Google Patents

Artificial fracture network seepage rule simulation experiment device Download PDF

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Publication number
CN110130872A
CN110130872A CN201910444220.6A CN201910444220A CN110130872A CN 110130872 A CN110130872 A CN 110130872A CN 201910444220 A CN201910444220 A CN 201910444220A CN 110130872 A CN110130872 A CN 110130872A
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core
artificial
gap
block
man
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Inventor
陈志明
董鹏
褚洪杨
邹建栋
谭力
唐雪峰
赵晶磊
彭步伟
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China University of Petroleum Beijing
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China University of Petroleum Beijing
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Priority to CN201910444220.6A priority Critical patent/CN110130872A/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B25/00Apparatus for obtaining or removing undisturbed cores, e.g. core barrels or core extractors
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B43/00Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • E21B43/25Methods for stimulating production
    • E21B43/26Methods for stimulating production by forming crevices or fractures
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B47/00Survey of boreholes or wells

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  • 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)
  • Prostheses (AREA)

Abstract

This application provides a kind of man-made fracture network seepage rule imitative experimental appliances, comprising: core holding unit, artificial core, artificial core are set in core holding unit;Artificial core includes the rock core unit of multiple phase splicings, and forms man-made fracture between multiple rock core units;Confining pressure system, confining pressure system are connected with core holding unit, and confining pressure system is used to apply confining pressure to artificial core;Injected system, injected system are connected with core holding unit, and injected system is used to apply first pressure to fluid, enable fluid to pass through from man-made fracture at the first pressure;Artificial core includes the first core column and the second core column mutually spliced, and each first core column is mutually spliced to form with each second core column by multiple rock core units along the longitudinal direction.The application embodiment provides a kind of man-made fracture network seepage rule imitative experimental appliance of percolation law in complicated man-made fracture that can disclose reservoir fluid.

Description

人工裂缝网络渗流规律模拟实验装置Artificial fracture network seepage rule simulation experiment device

技术领域technical field

本申请涉及石油钻井技术领域,尤其涉及一种人工裂缝网络渗流规律模拟实验装置。The present application relates to the technical field of petroleum drilling, in particular to an artificial fracture network seepage rule simulation experiment device.

背景技术Background technique

人工裂缝网络渗流规律模拟实验装置可以用于模拟储层流体在复杂的人工裂缝内的渗流。The artificial fracture network seepage rule simulation experiment device can be used to simulate the seepage of reservoir fluid in complex artificial fractures.

致密油藏在大型压裂后井筒附近地层形成了复杂的人工裂缝。致密油藏具有低孔、低渗的复杂物性,自然条件下难以获得经济产量。但是当在致密油藏内形成复杂的人工裂缝后致密油藏的高效经济开发成为了现实。In tight oil reservoirs, complex artificial fractures are formed near the wellbore after large-scale fracturing. Tight oil reservoirs have complex physical properties of low porosity and low permeability, and it is difficult to obtain economic production under natural conditions. But when complex artificial fractures are formed in tight reservoirs, the efficient and economical development of tight reservoirs becomes a reality.

但是在渗流机理方面,目前鲜有关于复杂人工裂缝的实验模拟的研究。因此现有技术中还未完全认识储层流体在复杂人工裂缝网络条件下的渗流规律。However, in terms of seepage mechanism, there are few studies on the experimental simulation of complex artificial fractures. Therefore, the seepage law of reservoir fluid under complex artificial fracture network conditions has not been fully understood in the prior art.

因此,有必要提出一种人工裂缝网络渗流规律模拟实验装置,以能解决上述问题。Therefore, it is necessary to propose an experimental device for simulating seepage law of artificial fracture network to solve the above problems.

发明内容Contents of the invention

有鉴于此,本申请实施方式提供了一种能揭示储层流体在复杂人工裂缝内的渗流规律的人工裂缝网络渗流规律模拟实验装置。In view of this, the embodiments of the present application provide an artificial fracture network seepage law simulation experiment device capable of revealing the seepage law of reservoir fluid in complex artificial fractures.

为实现上述目的,本申请提供了如下的技术方案:一种人工裂缝网络渗流规律模拟实验装置,包括:岩心夹持器,人造岩心,所述人造岩心设置于所述岩心夹持器内;所述人造岩心包括多个相拼接的岩心单元,且多个所述岩心单元之间形成人工裂缝;围压系统,所述围压系统与所述岩心夹持器相连通,所述围压系统用于向所述人造岩心施加围压;注入系统,所述注入系统与所述岩心夹持器相连通,所述注入系统用于向流体施加第一压力,以使所述流体能在所述第一压力下从所述人工裂缝中通过。In order to achieve the above object, the present application provides the following technical proposal: an artificial fracture network seepage rule simulation experiment device, comprising: a core holder, an artificial core, the artificial core is arranged in the core holder; The artificial rock core includes a plurality of spliced core units, and artificial cracks are formed between the plurality of core units; a confining pressure system, the confining pressure system is connected with the core holder, and the confining pressure system is used for For applying confining pressure to the artificial core; an injection system, the injection system communicated with the core holder, the injection system is used to apply a first pressure to the fluid, so that the fluid can be in the second Pass through the artificial fracture under a pressure.

作为一种优选的实施方式,每个所述岩心单元为等边直角三棱柱形。As a preferred embodiment, each of the core units is in the shape of an equilateral right-angled triangular prism.

作为一种优选的实施方式,所述人造岩心包括相拼接的第一岩心柱和第二岩心柱,每个所述第一岩心柱和每个所述第二岩心柱均由多个所述岩心单元沿前后方向相拼接形成。As a preferred embodiment, the artificial core comprises a spliced first core column and a second core column, each of the first core column and each of the second core columns consists of a plurality of the core The units are spliced together along the front and rear directions.

作为一种优选的实施方式,所述第一岩心柱和所述第二岩心柱均为多个,且多个所述第一岩心柱和多个所述第二岩心柱均沿左右方向相拼接;多个所述第二岩心柱与多个所述第一岩心柱相对应,每个所述第二岩心柱在上下方向上位于对应的所述第一岩心柱的一侧。As a preferred embodiment, the first core column and the second core column are multiple, and the multiple first core columns and the multiple second core columns are spliced along the left and right directions A plurality of the second core columns correspond to a plurality of the first core columns, and each of the second core columns is located on one side of the corresponding first core column in the vertical direction.

作为一种优选的实施方式,所述人工裂缝包括设置于相邻所述第一岩心柱之间的第一间隙、设置于每个所述第二岩心柱与对应的所述第一岩心柱之间的第二间隙和设置于相邻所述第二岩心柱之间的第三间隙。As a preferred implementation manner, the artificial fracture includes a first gap disposed between adjacent first core pillars, and a gap between each second core pillar and the corresponding first core pillar. The second gap between them and the third gap arranged between the adjacent second core columns.

作为一种优选的实施方式,所述人造岩心包括相拼接的第一岩心块、第二岩心块和第三岩心块,每个所述第三岩心块、每个所述第一岩心块以及每个所述第二岩心块均为由两个所述岩心单元相拼接所形成的正方体。As a preferred embodiment, the artificial core includes spliced first core blocks, second core blocks and third core blocks, each of the third core blocks, each of the first core blocks and each of the Each of the second core blocks is a cube formed by splicing two core units.

作为一种优选的实施方式,所述第一岩心块、所述第二岩心块以及所述第三岩心块均为多个,多个所述第一岩心块、多个所述第二岩心块均与多个所述第三岩心块相对应,多个所述第一岩心块、多个所述第二岩心块以及多个所述第三岩心块均沿左右方向相拼接;每个所述第二岩心块在上下方向上位于对应的所述第一岩心块的一侧;每个所述第三岩心块在前后方向上位于对应的所述第一岩心块的一侧。As a preferred embodiment, the first core block, the second core block and the third core block are multiple, and the multiple first core blocks and the multiple second core blocks Corresponding to a plurality of third core blocks, a plurality of first core blocks, a plurality of second core blocks and a plurality of third core blocks are spliced along the left and right direction; each of the The second core block is located on one side of the corresponding first core block in the vertical direction; each of the third core blocks is located on one side of the corresponding first core block in the front-rear direction.

作为一种优选的实施方式,所述人工裂缝包括设置于相邻所述第一岩心块之间的第四间隙、设置于相邻所述第二岩心块之间的第五间隙、设置于相邻所述第三岩心块之间的第六间隙、设置于所述第二岩心块与对应的所述第一岩心块之间的第七间隙以及设置于所述第三岩心块与对应的所述第一岩心块之间的第八间隙。As a preferred embodiment, the artificial fractures include a fourth gap set between adjacent first core blocks, a fifth gap set between adjacent second core blocks, and a fifth gap set between adjacent second core blocks. The sixth gap adjacent to the third core block, the seventh gap disposed between the second core block and the corresponding first core block, and the seventh gap disposed between the third core block and the corresponding first core block An eighth gap between the first core blocks is described.

作为一种优选的实施方式,所述人工裂缝还包括构成所述第一岩心块的两个所述岩心单元之间所形成的第一倾斜裂缝、构成所述第二岩心块的两个所述岩心单元之间所形成的第二倾斜裂缝以及构成所述第三岩心块的两个所述岩心单元之间所形成的第三倾斜裂缝。As a preferred embodiment, the artificial fractures further include a first inclined fracture formed between the two core units constituting the first core block, and two of the core units constituting the second core block. A second inclined fracture formed between core units and a third inclined fracture formed between two of said core units constituting said third core block.

作为一种优选的实施方式,其包括:回压系统,所述回压系统与所述岩心夹持器背对所述注入系统的一侧相连通,所述回压系统用于向所述岩心夹持器内施加第二压力,以使所述流体能在所述第一压力与所述第二压力之差的作用下从所述人工裂缝中通过。As a preferred embodiment, it includes: a back pressure system, the back pressure system communicates with the side of the core holder facing away from the injection system, and the back pressure system is used to inject A second pressure is applied in the holder, so that the fluid can pass through the artificial fracture under the action of the difference between the first pressure and the second pressure.

借由以上的技术方案,本申请实施方式所述的人工裂缝网络渗流规律模拟实验装置设置人造岩心,该人造岩心包括多个相拼接的岩心单元,且多个岩心单元之间形成人工裂缝。所以能通过多个岩心单元的拼接形成复杂的人工裂缝,以能模拟致密油藏在大型压裂后井筒附近地层内所形成的复杂的人工裂缝,进而能通过流体在该人造岩心内渗流,揭示储层流体在复杂人工裂缝内的渗流规律。因此,本申请实施方式提供了一种能揭示储层流体在复杂人工裂缝内的渗流规律的人工裂缝网络渗流规律模拟实验装置。By virtue of the above technical solutions, the artificial fracture network seepage rule simulation experimental device described in the embodiment of the present application is provided with an artificial core, the artificial core includes a plurality of spliced core units, and artificial fractures are formed between the plurality of core units. Therefore, complex artificial fractures can be formed by splicing multiple core units to simulate the complex artificial fractures formed in tight oil reservoirs near the wellbore after large-scale fracturing, and then the fluid can seep in the artificial core, revealing Seepage law of reservoir fluid in complex artificial fractures. Therefore, the embodiments of the present application provide an artificial fracture network seepage law simulation experiment device capable of revealing the seepage law of reservoir fluid in complex artificial fractures.

附图说明Description of drawings

在此描述的附图仅用于解释目的,而不意图以任何方式来限制本申请公开的范围。另外,图中的各部件的形状和比例尺寸等仅为示意性的,用于帮助对本申请的理解,并不是具体限定本申请各部件的形状和比例尺寸。本领域的技术人员在本申请的教导下,可以根据具体情况选择各种可能的形状和比例尺寸来实施本申请。在附图中:The drawings described herein are for illustration purposes only and are not intended to limit the scope of the present disclosure in any way. In addition, the shapes and proportional dimensions of the components in the drawings are only schematic and are used to help the understanding of the present application, and do not specifically limit the shapes and proportional dimensions of the various components of the present application. Under the teaching of this application, those skilled in the art can select various possible shapes and proportional dimensions according to specific situations to implement this application. In the attached picture:

图1为本申请实施方式的人工裂缝网络渗流规律模拟实验装置的结构示意图;Fig. 1 is the schematic diagram of the structure of the artificial fracture network seepage rule simulation experiment device according to the embodiment of the present application;

图2为本申请实施方式中的岩心夹持器的结构示意图;Fig. 2 is the structural representation of the core holder in the embodiment of the present application;

图3为本申请实施方式中的多个岩心单元拼接的示意图;Fig. 3 is the schematic diagram of splicing of a plurality of rock core units in the embodiment of the present application;

图4为本申请实施方式中的一种人造岩心的结构示意图;Fig. 4 is the structural representation of a kind of artificial rock core in the embodiment of the present application;

图5为本申请实施方式中的另一种人造岩心的结构示意图;FIG. 5 is a schematic structural view of another artificial core in the embodiment of the present application;

图6为本申请实施方式中的再一种人造岩心的结构示意图。Fig. 6 is a schematic structural view of another artificial core in the embodiment of the present application.

附图标记说明:Explanation of reference signs:

11、岩心夹持器;13、人造岩心;15、人工裂缝;17、岩心单元;23、第一岩心柱;25、第二岩心柱;27、环形空间;29、第一间隙;31、第二间隙;33、第三间隙;35、第四间隙;37、第五间隙;39、第六间隙;41、第七间隙;43、第八间隙;45、第一岩心块;47、第二岩心块;49、第三岩心块;51、第一倾斜裂缝;53、第二倾斜裂缝;57、支撑剂;59、内筒;61、外筒;63、岩心堵头;65、开口;67、输入端;69、输出端;71、第一阀门;73、第二阀门;75、第一动力泵;77、第二动力泵;79、第一管线;81、中间容器;83、第三阀门;85、第四阀门;87、第二管线;89、第三管线;91、调节气瓶;93、回压阀;95、回收容器;97、第四管线;99、第五管线。11. Core holder; 13. Artificial core; 15. Artificial crack; 17. Core unit; 23. The first core column; 25. The second core column; 27. Annular space; 29. The first gap; 31. The first The second gap; 33, the third gap; 35, the fourth gap; 37, the fifth gap; 39, the sixth gap; 41, the seventh gap; 43, the eighth gap; 45, the first core block; 47, the second gap Core block; 49, third core block; 51, first inclined fracture; 53, second inclined fracture; 57, proppant; 59, inner cylinder; 61, outer cylinder; 63, core plug; 65, opening; 67 , input end; 69, output end; 71, first valve; 73, second valve; 75, first power pump; 77, second power pump; 79, first pipeline; 81, intermediate container; 83, third Valve; 85, fourth valve; 87, second pipeline; 89, third pipeline; 91, regulating cylinder; 93, back pressure valve; 95, recovery container; 97, fourth pipeline; 99, fifth pipeline.

具体实施方式Detailed ways

下面将结合本申请实施方式中的附图,对本申请实施方式中的技术方案进行清楚、完整地描述,显然,所描述的实施方式仅仅是本申请一部分实施方式,而不是全部的实施方式。基于本申请中的实施方式,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施方式,都属于本申请保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the application with reference to the accompanying drawings in the embodiments of the application. Apparently, the described embodiments are only part of the embodiments of the application, not all of them. Based on the implementation manners in this application, all other implementation manners obtained by persons of ordinary skill in the art without creative efforts fall within the scope of protection of this application.

除非另有定义,本文所使用的所有的技术和科学术语与属于本申请的技术领域的技术人员通常理解的含义相同。本文中在本申请的说明书中所使用的术语只是为了描述具体的实施方式的目的,不是旨在于限制本申请。Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the technical field to which this application belongs. The terminology used herein in the description of the application is only for the purpose of describing specific embodiments, and is not intended to limit the application.

请参阅图1至图6,本实施方式所提供的一种人工裂缝15模拟实验装置,包括:岩心夹持器11,人造岩心13,所述人造岩心13设置于所述岩心夹持器11内;所述人造岩心13包括多个相拼接的岩心单元17,且多个所述岩心单元17之间形成人工裂缝15;围压系统,所述围压系统与所述岩心夹持器11相连通,所述围压系统用于向所述人造岩心13施加围压;注入系统,所述注入系统与所述岩心夹持器11相连通,所述注入系统用于向流体施加第一压力,以使所述流体能在所述第一压力下从所述人工裂缝15中通过。Please refer to Fig. 1 to Fig. 6, a kind of artificial fracture 15 simulation experiment device provided in this embodiment includes: core holder 11, artificial core 13, and described artificial core 13 is arranged in described core holder 11 ; The artificial rock core 13 includes a plurality of spliced core units 17, and artificial fractures 15 are formed between a plurality of the core units 17; the confining pressure system, the confining pressure system communicates with the core holder 11 , the confining pressure system is used to apply a confining pressure to the artificial core 13; an injection system, the injection system is communicated with the core holder 11, and the injection system is used to apply a first pressure to the fluid to The fluid can pass through the artificial fracture 15 under the first pressure.

使用时,首先通过围压系统向人造岩心13施加围压。然后通过注入系统向流体施加第一压力,以使流体在该第一压力下从人造岩心13内的人工裂缝15中通过,以模拟储层流体在复杂的人工裂缝15内的渗流。When in use, the confining pressure is first applied to the artificial core 13 through the confining pressure system. Then, the injection system applies a first pressure to the fluid, so that the fluid passes through the artificial fracture 15 in the artificial core 13 under the first pressure, so as to simulate the seepage of reservoir fluid in the complex artificial fracture 15 .

由以上方案可以看出,本申请实施方式所述的人工裂缝15模拟实验装置设置人造岩心13,该人造岩心13包括多个相拼接的岩心单元17,且多个岩心单元17之间形成人工裂缝15。所以能通过多个岩心单元17的拼接形成复杂的人工裂缝15,以能模拟致密油藏在大型压裂后井筒附近地层内所形成的复杂的人工裂缝15,进而能通过流体在该人造岩心13内渗流,揭示储层流体在复杂人工裂缝15内的渗流规律。It can be seen from the above scheme that the artificial fracture 15 simulation experiment device described in the embodiment of the present application is provided with an artificial rock core 13, which includes a plurality of spliced core units 17, and artificial fractures are formed between the plurality of core units 17. 15. Therefore, complex artificial fractures 15 can be formed through the splicing of multiple core units 17, so as to simulate the complex artificial fractures 15 formed by tight oil reservoirs in the formation near the wellbore after large-scale fracturing, and then fluid can flow through the artificial core 13. Internal seepage, revealing the seepage law of reservoir fluid in complex artificial fractures 15.

如图1、图2所示,在本实施方式中,岩心夹持器11用于夹持岩心。具体地,岩心夹持器11包括外筒61、穿设于外筒61内的内筒59、设置于内筒59两端的岩心堵头63。该外筒61的横截面为方形。当然,该外筒61的横截面不限于为方形,还可以是其他的形状,对此本申请不做固定。该内筒59用于放置人造岩心13。该岩心堵头63用于对岩心进行限位。该内筒59与外筒61之间形成有环形空间27。该环形空间27用于注入环压液。进一步地,该内筒59的材质为橡胶。从而当环形空间27内注入环压液后,该环压液能对内筒59内的人造岩心13施加环压。当然该内筒59的材质不限于此,还可以是其他的材料,例如树脂,对此本申请不作规定。进一步地,该外筒61上设置有与该环形空间27相连通的开口65。例如如图2所示,该开口65设置于外筒61的下侧。从而通过该开口65能向环形空间27内注入环压液。该外筒61上还设置有第一阀门71。该第一阀门71位于该开口65的相对侧。该第一阀门71用于使环形空间27与外界相连通,从而使环形空间27内的气压与大气压相等,如此保证环压液能注入环形空间27内。进一步地,该外筒61上还设置有与内筒59相连通的输入端67和输出端69。从而能通过该输入端67向内筒59内输入流体。并通过输出端69使内筒59内的流体流出。例如如图2所示,该输入端67设置于外筒61的左侧。该输出端69设置于外筒61的右侧。从而能使得流体沿从左至右的方向朝向人造岩心13内渗流,进而揭示流体在人造岩心13的人工裂缝15内的渗流规律。该岩心夹持器11还可以采用现有的构造,对此本申请不作规定。As shown in FIG. 1 and FIG. 2 , in this embodiment, the core holder 11 is used to clamp the core. Specifically, the core holder 11 includes an outer cylinder 61 , an inner cylinder 59 passing through the outer cylinder 61 , and core plugs 63 disposed at both ends of the inner cylinder 59 . The outer cylinder 61 has a square cross section. Certainly, the cross-section of the outer cylinder 61 is not limited to being square, and may also be in other shapes, which is not fixed in this application. The inner cylinder 59 is used to place the artificial core 13 . The core plug 63 is used to limit the core. An annular space 27 is formed between the inner cylinder 59 and the outer cylinder 61 . The annular space 27 is used for injecting ring pressure fluid. Further, the material of the inner cylinder 59 is rubber. Therefore, when the ring pressure fluid is injected into the annular space 27 , the ring pressure fluid can exert ring pressure on the artificial core 13 in the inner cylinder 59 . Of course, the material of the inner cylinder 59 is not limited thereto, and can also be other materials, such as resin, which is not specified in this application. Further, the outer cylinder 61 is provided with an opening 65 communicating with the annular space 27 . For example, as shown in FIG. 2 , the opening 65 is provided on the lower side of the outer cylinder 61 . Thus, ring pressure fluid can be injected into the annular space 27 through the opening 65 . The outer cylinder 61 is also provided with a first valve 71 . The first valve 71 is located on the opposite side of the opening 65 . The first valve 71 is used to connect the annular space 27 with the outside world, so that the air pressure in the annular space 27 is equal to the atmospheric pressure, so as to ensure that the annular pressure fluid can be injected into the annular space 27 . Further, the outer cylinder 61 is also provided with an input end 67 and an output end 69 communicating with the inner cylinder 59 . Therefore, fluid can be input into the inner cylinder 59 through the input port 67 . And the fluid in the inner cylinder 59 flows out through the output port 69 . For example, as shown in FIG. 2 , the input end 67 is disposed on the left side of the outer cylinder 61 . The output end 69 is disposed on the right side of the outer cylinder 61 . Therefore, the fluid can seep from left to right toward the inside of the artificial core 13 , thereby revealing the law of seepage of the fluid in the artificial fracture 15 of the artificial core 13 . The core holder 11 can also adopt an existing structure, which is not specified in this application.

在本实施方式中,人造岩心13设置于岩心夹持器11内。具体地,如图2所示,人造岩心13位于内筒59内,且人造岩心13位于内筒59两端的岩心堵头63之间。人造岩心13包括多个相拼接的岩心单元17。多个岩心单元17之间形成人工裂缝15。也即该岩心单元17为制作人造岩心13的基本单元。通过将多个岩心单元17进行拼接以能形成人造岩心13。且当多个岩心单元17拼接时能使形成的人造岩心13内具有人工裂缝15。因此,第一、通过多个岩心单元17的拼接形成复杂的人工裂缝15,以能模拟致密油藏在大型压裂后井筒附近地层内所形成的复杂的人工裂缝15。第二、通过改变多个岩心单元17的拼接方式能形成各种不同的人工裂缝15。进一步地,每个岩心单元17为等边直角三棱柱形。从而通过该等边直角三棱柱形的岩心单元17能拼接出各种不同形态的人工裂缝15,以模拟致密油藏在大型压裂后井筒附近地层内所形成的复杂的人工裂缝15。例如,如图3所示,当将两个岩心单元17位于直角相对侧的表面相拼接时,能在该两个岩心单元17之间形成倾斜延伸的人工裂缝15。且该两个岩心单元17能形成正方体。而该多个正方体相拼接时能形成竖直延伸的人工裂缝15或者左右延伸的人工裂缝15。In this embodiment, the artificial core 13 is set in the core holder 11 . Specifically, as shown in FIG. 2 , the artificial core 13 is located in the inner cylinder 59 , and the artificial core 13 is located between the core plugs 63 at both ends of the inner cylinder 59 . The artificial core 13 includes a plurality of coherent core units 17 . Artificial fractures 15 are formed between a plurality of core units 17 . That is to say, the core unit 17 is the basic unit for making the artificial core 13 . The artificial core 13 can be formed by splicing a plurality of core units 17 . And when a plurality of core units 17 are spliced together, artificial fractures 15 can be formed in the formed artificial core 13 . Therefore, firstly, complex artificial fractures 15 are formed by splicing multiple core units 17, so as to be able to simulate the complex artificial fractures 15 formed in formations near the wellbore after large-scale fracturing in tight oil reservoirs. Second, various artificial fractures 15 can be formed by changing the splicing manner of multiple core units 17 . Further, each core unit 17 is in the shape of an equilateral right-angled triangular prism. Therefore, various artificial fractures 15 of different shapes can be spliced through the equilateral right-angled triangular prism core unit 17 to simulate the complex artificial fractures 15 formed in formations near the wellbore after large-scale fracturing in tight oil reservoirs. For example, as shown in FIG. 3 , when the surfaces of two core units 17 on opposite sides at right angles are spliced together, an artificial fracture 15 extending obliquely can be formed between the two core units 17 . And the two core units 17 can form a cube. When the plurality of cubes are spliced together, artificial cracks 15 extending vertically or artificial cracks 15 extending left and right can be formed.

在一个实施方式中,如图4所示,人造岩心13包括相拼接的第一岩心柱23和第二岩心柱25。具体地,该第一岩心柱23为长方体。该第二岩心柱25为长方体。且第二岩心柱25的长度与第一岩心柱23的长度相等。每个第一岩心柱23和每个第二岩心柱25均由多个岩心单元17沿前后方向相拼接形成。例如如图4所示,首先将两个岩心单元17位于直角相对侧的表面相拼接,以形成正方体。然后将多个该正方体相前后方向相拼接即能得到一个在前后方向上延伸的第一岩心柱23。同理,首先将两个岩心单元17位于直角相对侧的表面相拼接,以形成正方体。然后将多个该正方体相前后方向相拼接即能得到一个在前后方向上延伸的第二岩心柱25。In one embodiment, as shown in FIG. 4 , the artificial core 13 includes a first core column 23 and a second core column 25 that are spliced together. Specifically, the first core column 23 is a cuboid. The second core column 25 is a cuboid. And the length of the second core column 25 is equal to the length of the first core column 23 . Each first core column 23 and each second core column 25 are formed by splicing a plurality of core units 17 along the front-rear direction. For example, as shown in FIG. 4 , first, the surfaces of two core units 17 on opposite sides at right angles are spliced together to form a cube. Then a plurality of the cube phases are spliced in the front-back direction to obtain a first core column 23 extending in the front-back direction. In the same way, first, the surfaces of the two core units 17 on opposite sides at right angles are spliced together to form a cube. Then a plurality of the cube facies are spliced in the front-back direction to obtain a second core column 25 extending in the front-back direction.

进一步地,每个第一岩心柱23内的相邻岩心单元17之间可以相接触,也即每个第一岩心柱23内的相邻岩心单元17之间可以不具有间隙。所以每个第一岩心柱23内可以不具有人工裂缝15。每个第二岩心柱25内的相邻岩心单元17之间可以相接触,也即每个第二岩心柱25内的相邻岩心单元17之间可以不具有间隙。所以每个第二岩心柱25内可以不具有人工裂缝15。Further, adjacent core units 17 in each first core column 23 may be in contact, that is, there may be no gap between adjacent core units 17 in each first core column 23 . Therefore, there may be no artificial fractures 15 in each first core column 23 . Adjacent core units 17 in each second core column 25 may be in contact, that is, there may be no gap between adjacent core units 17 in each second core column 25 . Therefore, there may be no artificial fracture 15 in each second core column 25 .

进一步地,该第一岩心柱23和第二岩心柱25均为多个。也即第一岩心柱23为多个。第二岩心柱25为多个。多个第一岩心柱23和多个第二岩心柱25均沿左右方向相拼接。也即多个第一岩心柱23沿左右方向相拼接。且多个第二岩心柱25沿左右方向相拼接。进一步地,多个第二岩心柱25与多个第一岩心柱23相对应。该相对应可以是第一岩心柱23的数量与第二岩心柱25的数量相等。每个第二岩心柱25在上下方向上位于对应的第一岩心柱23的一侧。具体地,例如如图4所示,第一岩心柱23沿左右方向排列于人造岩心13的最上部。且该第一岩心柱23为7个。该第二岩心柱25位于第一岩心柱23的下方。且第二岩心柱25为7个。Further, both the first core column 23 and the second core column 25 are plural. That is, there are multiple first core columns 23 . There are multiple second core columns 25 . The plurality of first core columns 23 and the plurality of second core columns 25 are joined together along the left-right direction. That is, a plurality of first core pillars 23 are spliced along the left and right directions. And a plurality of second core columns 25 are spliced along the left and right directions. Further, the multiple second core strings 25 correspond to the multiple first core strings 23 . The correspondence may be that the number of first core strings 23 is equal to the number of second core strings 25 . Each second core column 25 is located on one side of the corresponding first core column 23 in the vertical direction. Specifically, for example, as shown in FIG. 4 , the first core pillars 23 are arranged at the uppermost part of the artificial core 13 along the left-right direction. And there are seven first core columns 23 . The second core column 25 is located below the first core column 23 . And there are seven second core pillars 25 .

进一步地,人工裂缝15包括设置于相邻第一岩心柱23之间的第一间隙29、设置于每个第二岩心柱25与对应的第一岩心柱23之间的第二间隙31和设置于相邻第二岩心柱25之间的第三间隙33。也即相邻的第一岩心柱23之间相间隔,从而形成第一间隙29。相邻的第二岩心柱25之间相间隔,从而形成第三间隙33。每个第二岩心柱25与对应的第一岩心柱23之间相间隔,从而形成第二间隙31。例如如图4所示,该第一间隙29沿上下方向延伸。该第三间隙33沿上下方向延伸。该第二间隙31沿左右方向延伸。从而当流体沿左右方向驱替时,也即当流体沿左右方向从该人造岩心13内流过时,第一间隙29的延伸方向与流体的驱替方向相垂直。第三间隙33的延伸方向与流体的驱替方向相垂直。第二间隙31的延伸方向与流体的驱替方向相平行。从而通过第一间隙29、第二间隙31以及第三间隙33能使得人工裂缝15既具有与驱替方向相平行的裂缝形态,又具有与驱替方向相垂直的裂缝形态。如此提高人工裂缝15的复杂度,以能获取不同裂缝形态对渗流规律的影响。Further, the artificial fracture 15 includes a first gap 29 disposed between adjacent first core pillars 23, a second gap 31 disposed between each second core pillar 25 and the corresponding first core pillar 23, and a set of The third gap 33 between adjacent second core columns 25 . That is to say, the adjacent first core columns 23 are spaced apart, thereby forming the first gap 29 . Adjacent second core columns 25 are spaced apart to form a third gap 33 . Each second core column 25 is spaced apart from the corresponding first core column 23 to form a second gap 31 . For example, as shown in FIG. 4 , the first gap 29 extends in the vertical direction. The third gap 33 extends in the vertical direction. The second gap 31 extends in the left-right direction. Therefore, when the fluid is displaced along the left-right direction, that is, when the fluid flows through the artificial core 13 along the left-right direction, the extension direction of the first gap 29 is perpendicular to the direction of fluid displacement. The extension direction of the third gap 33 is perpendicular to the displacement direction of the fluid. The extending direction of the second gap 31 is parallel to the displacement direction of the fluid. Therefore, through the first gap 29 , the second gap 31 and the third gap 33 , the artificial fracture 15 can not only have a fracture shape parallel to the displacement direction, but also have a fracture shape perpendicular to the displacement direction. In this way, the complexity of the artificial fracture 15 is increased to obtain the influence of different fracture shapes on the seepage law.

进一步地,人工裂缝15内设置有用于调整人工裂缝15宽度的支撑剂57。如图4所示,支撑剂57布置于第一间隙29、第二间隙31以及第三间隙33内。从而能通过调整第一间隙29内支撑剂57的数量调整第一间隙29的宽度。以得到不同裂缝宽度的第一间隙29。且能通过调整第二间隙31内支撑剂57的数量调整第二间隙31的宽度。以得到不同裂缝宽度的第二间隙31。且能通过调整第三间隙33内支撑剂57的数量调整第三间隙33的宽度。以得到不同裂缝宽度的第三间隙33。如此能通过将具有不同宽度的人工裂缝15的人造岩心13分别放置于岩心夹持器11内进行渗流实验,以能获取渗流宽度对渗流规律的影响。Further, a proppant 57 for adjusting the width of the artificial fracture 15 is arranged in the artificial fracture 15 . As shown in FIG. 4 , the proppant 57 is disposed in the first gap 29 , the second gap 31 and the third gap 33 . Therefore, the width of the first gap 29 can be adjusted by adjusting the amount of proppant 57 in the first gap 29 . In order to obtain the first gap 29 with different slit widths. And the width of the second gap 31 can be adjusted by adjusting the amount of the proppant 57 in the second gap 31 . In order to obtain the second gap 31 with different slit widths. And the width of the third gap 33 can be adjusted by adjusting the amount of the proppant 57 in the third gap 33 . In order to obtain the third gap 33 with different slit widths. In this way, artificial rock cores 13 with artificial fractures 15 of different widths can be placed in the core holder 11 to conduct seepage experiments, so as to obtain the influence of seepage width on seepage law.

在一个实施方式中,如图5所示,人造岩心13包括相拼接的第一岩心块45、第二岩心块47和第三岩心块49。每个第三岩心块49、每个第一岩心块45以及每个第二岩心块47均为由两个岩心单元17相拼接所形成的正方体。具体地,两个岩心单元17位于直角相对侧的表面相接触以形成第一岩心块45、或者第二岩心块47、或者第三岩心块49。In one embodiment, as shown in FIG. 5 , the artificial core 13 includes a first core block 45 , a second core block 47 and a third core block 49 that are spliced together. Each third core block 49 , each first core block 45 and each second core block 47 are cubes formed by splicing two core units 17 . Specifically, the surfaces of the two core units 17 on opposite sides at right angles are in contact to form the first core block 45 , or the second core block 47 , or the third core block 49 .

进一步地,形成每个第一岩心块45的两个岩心单元17之间可以不具有间隙,从而每个第一岩心块45内不具有人工裂缝15。形成每个第二岩心块47的两个岩心单元17之间可以不具有间隙,从而每个第二岩心块47内不具有人工裂缝15。形成每个第三岩心块49的两个岩心单元17之间可以不具有间隙,从而每个第三岩心块49内不具有人工裂缝15。当然形成每个第一岩心块45的两个岩心单元17之间也可以具有间隙,从而每个第一岩心块45内具有人工裂缝15。形成每个第二岩心块47的两个岩心单元17之间也可以具有间隙,从而每个第二岩心块47内具有人工裂缝15。形成每个第三岩心块49的两个岩心单元17之间也可以具有间隙,从而每个第三岩心块49内具有人工裂缝15。Further, there may be no gap between the two core units 17 forming each first core block 45 , so that each first core block 45 does not have artificial fractures 15 . There may be no gap between the two core units 17 forming each second core block 47 , so that there is no artificial fracture 15 in each second core block 47 . There may be no gap between the two core units 17 forming each third core block 49 , so that there is no artificial fracture 15 in each third core block 49 . Of course, there may also be a gap between the two core units 17 forming each first core block 45 , so that each first core block 45 has an artificial fracture 15 inside. There may also be a gap between the two core units 17 forming each second core block 47 , so that each second core block 47 has an artificial fracture 15 inside. There may also be a gap between the two core units 17 forming each third core block 49 , so that each third core block 49 has an artificial fracture 15 therein.

进一步地,第一岩心块45、第二岩心块47以及第三岩心块49均为多个。也即第一岩心块45为多个。第二岩心块47为多个。第三岩心块49为多个。多个第一岩心块45、多个第二岩心块47均与多个第三岩心块49相对应。该相对应可以是第一岩心块45的数量、第二岩心块47的数量与第三岩心块49的数量均相等。每个第二岩心块47在上下方向上位于对应的第一岩心块45的一侧。每个第三岩心块49在前后方向上位于对应的第一岩心块45的一侧。例如如图5所示,第一岩心块45沿上下方向排列于人造岩心13的最上部。且该第一岩心块45为7个。该第二岩心块47位于第一岩心块45的下侧。且第二岩心块47为7个。该第三岩心块49位于第一岩心块45的后侧。且第三岩心块49为7个。多个第一岩心块45、多个第二岩心块47以及多个第三岩心块49均沿左右方向相拼接。即为多个第一岩心块45沿左右方向相拼接。多个第二岩心块47沿左右方向相拼接。多个第三岩心块49沿左右方向相拼接。具体地,例如如图5所示,七个第一岩心块45沿左右方向相拼接。七个第二岩心块47沿左右方向相拼接。七个第三岩心块49沿左右方向相拼接。Further, there are multiple first core blocks 45 , second core blocks 47 and third core blocks 49 . That is, there are multiple first core blocks 45 . There are multiple second core blocks 47 . There are multiple third core blocks 49 . The plurality of first core blocks 45 and the plurality of second core blocks 47 correspond to the plurality of third core blocks 49 . The correspondence may be that the number of the first core blocks 45 , the number of the second core blocks 47 and the number of the third core blocks 49 are all equal. Each second core block 47 is located on one side of the corresponding first core block 45 in the up-down direction. Each third core block 49 is located on one side of the corresponding first core block 45 in the front-rear direction. For example, as shown in FIG. 5 , the first core blocks 45 are arranged at the uppermost part of the artificial core 13 in the vertical direction. And there are seven first core blocks 45 . The second core block 47 is located on the underside of the first core block 45 . And there are seven second core blocks 47 . The third core block 49 is located on the rear side of the first core block 45 . And there are seven third core blocks 49 . A plurality of first core blocks 45 , a plurality of second core blocks 47 and a plurality of third core blocks 49 are all spliced along the left-right direction. That is, a plurality of first core blocks 45 are spliced along the left and right directions. A plurality of second core blocks 47 are spliced along the left and right directions. A plurality of third core blocks 49 are spliced along the left and right directions. Specifically, for example, as shown in FIG. 5 , seven first core blocks 45 are spliced along the left and right directions. The seven second core blocks 47 are spliced along the left and right directions. The seven third core blocks 49 are spliced along the left and right directions.

进一步地,人工裂缝15包括设置于相邻第一岩心块45之间的第四间隙35、设置于相邻第二岩心块47之间的第五间隙37、设置于相邻第三岩心块49之间的第六间隙39、设置于第二岩心块47与对应的第一岩心块45之间的第七间隙41以及设置于第三岩心块49与对应的第一岩心块45之间的第八间隙43。也即相邻的第一岩心块45之间相间隔,从而形成第四间隙35。相邻的第二岩心块47之间相间隔,从而形成第五间隙37。相邻的第三岩心块49之间相间隔,从而形成第六间隙39。每个第二岩心块47与对应的第一岩心块45之间相间隔,从而形成第七间隙41。例如如图5所示,该第四间隙35沿上下方向延伸。该第五间隙37沿上下方向延伸。该第六间隙39沿上下方向延伸。该第七间隙41沿左右方向延伸。该第八间隙43沿左右方向延伸。从而当流体沿左右方向驱替时,也即当流体沿左右方向从该人造岩心13内流过时,第七间隙41的延伸方向与流体的驱替方向相一致。第四间隙35的延伸方向、第五间隙37的延伸方向、第六间隙39的延伸方向均与流体的驱替方向相垂直。从而通过第四间隙35、第五间隙37、第六间隙39以及第七间隙41、第八间隙43能使得人工裂缝15既具有与驱替方向相平行的裂缝形态,又具有与驱替方向相垂直的裂缝形态。如此提高人工裂缝15的复杂度,以能获取不同裂缝形态对渗流规律的影响。Further, the artificial fracture 15 includes a fourth gap 35 disposed between adjacent first core blocks 45, a fifth gap 37 disposed between adjacent second core blocks 47, and a fifth gap 37 disposed between adjacent third core blocks 49. The sixth gap 39 between them, the seventh gap 41 disposed between the second core block 47 and the corresponding first core block 45, and the seventh gap 41 disposed between the third core block 49 and the corresponding first core block 45 Eight gaps43. That is, the adjacent first core blocks 45 are spaced apart, thereby forming the fourth gap 35 . Adjacent second core blocks 47 are spaced apart to form fifth gaps 37 . Adjacent third core blocks 49 are spaced apart to form a sixth gap 39 . Each second core block 47 is spaced from the corresponding first core block 45 to form a seventh gap 41 . For example, as shown in FIG. 5 , the fourth gap 35 extends in the vertical direction. The fifth gap 37 extends in the vertical direction. The sixth gap 39 extends in the vertical direction. The seventh gap 41 extends in the left-right direction. The eighth gap 43 extends in the left-right direction. Therefore, when the fluid is displaced in the left-right direction, that is, when the fluid flows through the artificial core 13 in the left-right direction, the extension direction of the seventh gap 41 is consistent with the fluid displacement direction. The extending direction of the fourth gap 35 , the extending direction of the fifth gap 37 , and the extending direction of the sixth gap 39 are all perpendicular to the displacement direction of the fluid. Therefore, through the fourth gap 35, the fifth gap 37, the sixth gap 39, the seventh gap 41, and the eighth gap 43, the artificial fracture 15 can not only have a fracture shape parallel to the displacement direction, but also have a fracture shape parallel to the displacement direction. Vertical crack pattern. In this way, the complexity of the artificial fracture 15 is increased to obtain the influence of different fracture shapes on the seepage law.

进一步地,人工裂缝15内设置有用于调整人工裂缝15宽度的支撑剂57。如图5所示,支撑剂57布置于第四间隙35、第五间隙37、第六间隙39、第七间隙41以及第八间隙43内。从而能通过分别调整第四间隙35、第五间隙37、第六间隙39、第七间隙41以及第八间隙43内支撑剂57的数量分别调整第四间隙35、第五间隙37、第六间隙39、第七间隙41以及第八间隙43的宽度。以得到不同裂缝宽度的第四间隙35、第五间隙37、第六间隙39、第七间隙41以及第八间隙43。如此能通过将具有不同宽度的人工裂缝15的人造岩心13分别放置于岩心夹持器11内进行渗流实验,以能获取裂缝宽度对渗流规律的影响。Further, a proppant 57 for adjusting the width of the artificial fracture 15 is arranged in the artificial fracture 15 . As shown in FIG. 5 , the proppant 57 is arranged in the fourth gap 35 , the fifth gap 37 , the sixth gap 39 , the seventh gap 41 and the eighth gap 43 . Thus, the fourth gap 35, the fifth gap 37, and the sixth gap can be adjusted respectively by adjusting the amount of proppant 57 in the fourth gap 35, the fifth gap 37, the sixth gap 39, the seventh gap 41, and the eighth gap 43. 39. The width of the seventh gap 41 and the eighth gap 43 . In order to obtain the fourth gap 35 , the fifth gap 37 , the sixth gap 39 , the seventh gap 41 and the eighth gap 43 with different crack widths. In this way, the artificial rock cores 13 with artificial fractures 15 of different widths can be placed in the core holder 11 to conduct seepage experiments, so as to obtain the influence of the fracture width on the seepage law.

进一步地,由于第一岩心块45、第二岩心块47以及第三岩心块49的体积均小于与第一岩心柱23的体积,所以通过第一岩心块45、第二岩心块47以及第三岩心块49相拼接所形成的人造岩心13的裂缝密度比通过第一岩心柱23和第二岩心柱25相拼接所形成的人造岩心13的裂缝密度大。如此能通过将具有不同裂缝密度的人工裂缝15的人造岩心13分别放置于岩心夹持器11内进行渗流实验,以能获取裂缝密度对渗流规律的影响。Further, since the volumes of the first rock core block 45, the second rock core block 47 and the third rock core block 49 are smaller than the volume of the first rock core block 23, the first rock core block 45, the second rock core block 47 and the third rock core block The fracture density of the artificial core 13 formed by splicing the core blocks 49 is greater than that of the artificial core 13 formed by splicing the first core column 23 and the second core column 25 . In this way, artificial rock cores 13 with artificial fractures 15 with different fracture densities can be placed in the core holder 11 to conduct seepage experiments, so as to obtain the influence of fracture density on seepage law.

在一个实施方式中,如图6所示,人工裂缝15还包括构成第一岩心块45的两个岩心单元17之间所形成的第一倾斜裂缝51、构成第二岩心块47的两个岩心单元17之间所形成的第二倾斜裂缝53以及构成第三岩心块49的两个岩心单元17之间所形成的第三倾斜裂缝。也即,构成第一岩心块45的两个岩心单元17位于直角相对侧的表面不相接触,从而形成第一倾斜裂缝51。构成第二岩心块47的两个岩心单元17位于直角相对侧的表面不相接触,从而形成第二倾斜裂缝53。构成第三岩心块49的两个岩心单元17位于直角相对侧的表面不相接触,从而形成第三倾斜裂缝。从而通过第一倾斜裂缝51、第二倾斜裂缝53以及第三倾斜裂缝使得人工裂缝15具有与驱替方向成45°夹角的裂缝形态。如此提高人工裂缝15的复杂度,以能获取不同裂缝形态对渗流规律的影响。In one embodiment, as shown in FIG. 6 , the artificial fracture 15 also includes a first inclined fracture 51 formed between the two core units 17 constituting the first core block 45 , and two cores constituting the second core block 47 . The second inclined fracture 53 formed between the cells 17 and the third inclined fracture formed between the two core cells 17 constituting the third core block 49 . That is, the surfaces of the two core units 17 constituting the first core block 45 on opposite sides at right angles are not in contact, so that the first inclined fracture 51 is formed. The surfaces of the two core units 17 constituting the second core block 47 on opposite sides at right angles are not in contact, so that the second inclined fracture 53 is formed. The surfaces of the two core units 17 constituting the third core block 49 on opposite sides at right angles are not in contact, thereby forming a third inclined fracture. Therefore, through the first inclined fracture 51 , the second inclined fracture 53 and the third inclined fracture, the artificial fracture 15 has a fracture shape with an included angle of 45° to the displacement direction. In this way, the complexity of the artificial fracture 15 is increased to obtain the influence of different fracture shapes on the seepage law.

在本实施方式中,围压系统用于向人造岩心13施加围压。围压系统与岩心夹持器11相连通。具体地,围压系统与外筒61上的开口65相连通。从而能通过该开口65向外筒61与内筒59之间的环形空间27内施加环压液。具体地,围压系统包括第一动力泵75、第二阀门73。该第一动力泵75通过第一管线79与该开口65相连通。该第二阀门73设置于该第一管线79上。施加围压时,首先需要打开第一阀门71,以使得环形空间27内的气压与大气压相等。然后打开第二阀门73,以使得环压液能通过第一管线79注入环形空间27内。In this embodiment, the confining pressure system is used to apply confining pressure to the artificial core 13 . The confining pressure system communicates with the core holder 11 . Specifically, the confining pressure system communicates with the opening 65 on the outer cylinder 61 . Therefore, ring pressure fluid can be applied to the annular space 27 between the outer cylinder 61 and the inner cylinder 59 through the opening 65 . Specifically, the confining pressure system includes a first power pump 75 and a second valve 73 . The first power pump 75 communicates with the opening 65 through a first pipeline 79 . The second valve 73 is disposed on the first pipeline 79 . When applying confining pressure, the first valve 71 needs to be opened first, so that the air pressure in the annular space 27 is equal to the atmospheric pressure. Then the second valve 73 is opened, so that the annular pressure fluid can be injected into the annular space 27 through the first pipeline 79 .

在本实施方式中,注入系统用于向流体施加第一压力,以使流体能在第一压力下从人工裂缝15中通过。注入系统与岩心夹持器11相连通。具体地,注入系统与外筒61的输入端67相连通。从而能通过该输入端67向内筒59内注入流体,从而使流体能在人造岩心13的人工裂缝15中渗流,并最终从输出端69流出。具体地,该注入系统包括第二动力泵77、中间容器81、第三阀门83以及第四阀门85。该中间容器81上部填充流体。该流体用于在人造岩心13的人工裂缝15中渗流。该中间容器81的下部为水。该中间容器81的上部通过第二管线87与输入端67相连通。该第三阀门83设置于第二管线87上。该中间容器81的下部通过第三管线89与第二动力泵77相连通。该第四阀门85设置于该第三管线89上。该第二动力泵77用于向中间容器81下部的水施加第一压力,以使中间容器81上部的流体能在该第一压力下流入输入端67内。实验时,当在环形空间27内注满环压液后,打开第三阀门83和第四阀门85,以使得中间容器81上部的流体能在下部的水的压力下注入输入端67中。In this embodiment, the injection system is used to apply a first pressure to the fluid, so that the fluid can pass through the artificial fracture 15 under the first pressure. The injection system communicates with the core holder 11 . Specifically, the injection system communicates with the input end 67 of the outer cylinder 61 . Therefore, fluid can be injected into the inner barrel 59 through the input end 67 , so that the fluid can seep in the artificial fracture 15 of the artificial core 13 and finally flow out from the output end 69 . Specifically, the injection system includes a second power pump 77 , an intermediate container 81 , a third valve 83 and a fourth valve 85 . The upper portion of the intermediate container 81 is filled with fluid. This fluid is used to seep in the artificial fracture 15 of the artificial core 13 . The lower portion of the intermediate container 81 is water. The upper part of the intermediate container 81 communicates with the input port 67 through a second pipeline 87 . The third valve 83 is disposed on the second pipeline 87 . The lower part of the intermediate container 81 communicates with the second power pump 77 through a third pipeline 89 . The fourth valve 85 is disposed on the third pipeline 89 . The second power pump 77 is used to apply a first pressure to the water in the lower part of the intermediate container 81 , so that the fluid in the upper part of the intermediate container 81 can flow into the input port 67 under the first pressure. During the experiment, after the annular space 27 is filled with ring pressure fluid, the third valve 83 and the fourth valve 85 are opened, so that the fluid in the upper part of the intermediate container 81 can be injected into the input port 67 under the pressure of the water in the lower part.

在一个实施方式中,本实施方式的人工裂缝15模拟实验装置还包括:回压系统。该回压系统用于向岩心夹持器11内施加第二压力,以使流体能在第一压力与第二压力之差的作用下从人工裂缝15中通过。该回压系统与岩心夹持器11背对注入系统的一侧相连通。具体地,该回压系统与输出端69相连通。从而该回压系统能向该输出端69内施加第二压力,以使得中间容器81上部的流体能在该第一压力和第二压力之差的作用下从人造岩心13的人工裂缝15中通过。具体地,该回压系统包括调节气瓶91、回压阀93、回收容器95。该调节气瓶91通过第四管线97与输出端69相连通。该回压阀93设置于该第四管线97上。该回收容器95通过第五管线99与第四管线97相连通。实验时,当在环形空间27内注满环压液后,首先打开回压阀93,然后打开第三阀门83和第四阀门85,以使得中间容器81上部的流体能在第一压力和第二压力的压力差的作用下在人造岩心13的人工裂缝15内渗流。且从输出端69流出的流体能流入回收容器95内。In one embodiment, the artificial fracture 15 simulation experiment device of this embodiment further includes: a back pressure system. The back pressure system is used to apply a second pressure to the core holder 11 so that the fluid can pass through the artificial fracture 15 under the action of the difference between the first pressure and the second pressure. The back pressure system communicates with the side of the core holder 11 facing away from the injection system. Specifically, the back pressure system communicates with the output 69 . Therefore, the back pressure system can apply a second pressure to the output end 69, so that the fluid in the upper part of the intermediate container 81 can pass through the artificial fracture 15 of the artificial core 13 under the effect of the difference between the first pressure and the second pressure. . Specifically, the back pressure system includes a regulating gas cylinder 91 , a back pressure valve 93 , and a recovery container 95 . The regulating gas cylinder 91 communicates with the output port 69 through a fourth pipeline 97 . The back pressure valve 93 is disposed on the fourth pipeline 97 . The recovery container 95 communicates with the fourth line 97 through the fifth line 99 . During the experiment, after the ring pressure liquid is filled in the annular space 27, the back pressure valve 93 is first opened, and then the third valve 83 and the fourth valve 85 are opened, so that the fluid in the upper part of the intermediate container 81 can be at the first pressure and the second pressure. Seepage in the artificial fracture 15 of the artificial core 13 under the effect of the pressure difference between the two pressures. And the fluid flowing out from the output port 69 can flow into the recovery container 95 .

需要说明的是,在本申请的描述中,术语“第一”、“第二”等仅用于描述目的和区别类似的对象,两者之间并不存在先后顺序,也不能理解为指示或暗示相对重要性。此外,在本申请的描述中,除非另有说明,“多个”的含义是两个或两个以上。It should be noted that in the description of this application, terms such as "first" and "second" are only used for describing purposes and distinguishing similar objects, and there is no sequence between the two, nor can they be interpreted as indicating or imply relative importance. In addition, in the description of the present application, unless otherwise specified, "plurality" means two or more.

应该理解,以上描述是为了进行图示说明而不是为了进行限制。通过阅读上述描述,在所提供的示例之外的许多实施方式和许多应用对本领域技术人员来说都将是显而易见的。因此,本教导的范围不应该参照上述描述来确定,而是应该参照前述权利要求以及这些权利要求所拥有的等价物的全部范围来确定。出于全面之目的,所有文章和参考包括专利申请和公告的公开都通过参考结合在本文中。在前述权利要求中省略这里公开的主题的任何方面并不是为了放弃该主体内容,也不应该认为申请人没有将该主题考虑为所公开的申请主题的一部分。It should be understood that the foregoing description is for purposes of illustration and not limitation. Many implementations and many applications other than the examples provided will be apparent to those of skill in the art from reading the above description. The scope of the present teachings, therefore, should be determined not with reference to the above description, but should be determined with reference to the preceding claims, along with the full scope of equivalents to which such claims are entitled. The disclosures of all articles and references, including patent applications and publications, are hereby incorporated by reference for completeness. The omission from the preceding claims of any aspect of the subject matter disclosed herein is not intended to be a disclaimer of such subject matter, nor should it be considered that the applicant did not consider the subject matter to be part of the disclosed subject matter of the application.

Claims (10)

1. a kind of man-made fracture network seepage rule imitative experimental appliance characterized by comprising
Core holding unit,
Artificial core, the artificial core are set in the core holding unit;The artificial core includes what multiple phases were spliced Rock core unit, and man-made fracture is formed between multiple rock core units;
Confining pressure system, the confining pressure system are connected with the core holding unit, and the confining pressure system is used for the artificial rock The heart applies confining pressure;
Injected system, the injected system are connected with the core holding unit, and the injected system is used to apply the to fluid One pressure, so that the fluid can pass through from the man-made fracture under the first pressure.
2. man-made fracture network seepage rule imitative experimental appliance according to claim 1, it is characterised in that: each described Rock core unit is equilateral right-angle prismatic cylindricality.
3. man-made fracture network seepage rule imitative experimental appliance according to claim 1, it is characterised in that: described artificial Rock core includes the first core column and the second core column mutually spliced, each first core column and each second core column It is mutually spliced to form along the longitudinal direction by multiple rock core units.
4. man-made fracture network seepage rule imitative experimental appliance according to claim 3, it is characterised in that: described first Core column and second core column are multiple, and multiple first core columns and multiple second core columns are along a left side Right direction is mutually spliced;Multiple second core columns are corresponding with multiple first core columns, each second core column It is located at the side of corresponding first core column in the up-down direction.
5. man-made fracture network seepage rule imitative experimental appliance according to claim 4, it is characterised in that: described artificial Crack include the first gap being set between adjacent first core column, be set to each second core column with it is corresponding First core column between the second gap and the third space that is set between adjacent second core column.
6. man-made fracture network seepage rule imitative experimental appliance according to claim 1, it is characterised in that: described artificial Rock core includes the first core block, the second core block and third core block mutually spliced, each third core block, each described First core block and each second core block are mutually to be spliced to be formed by square by two rock core units.
7. man-made fracture network seepage rule imitative experimental appliance according to claim 6, it is characterised in that: described first Core block, second core block and the third core block are multiple, multiple first core blocks, multiple described Two core blocks are corresponding with multiple third core blocks, multiple first core blocks, multiple second core blocks with And multiple third core blocks mutually splice in left-right direction;Each second core block is located at correspondence in the up-down direction First core block side;Each third core block is located at corresponding first core block in the longitudinal direction Side.
8. man-made fracture network seepage rule imitative experimental appliance according to claim 7, it is characterised in that: described artificial Crack includes the 4th gap being set between adjacent first core block, is set between adjacent second core block 5th gap, the 6th gap being set between the adjacent third core block, be set to second core block with it is corresponding The 7th gap between first core block and be set to the third core block and corresponding first core block it Between the 8th gap.
9. man-made fracture network seepage rule imitative experimental appliance according to claim 8, it is characterised in that: described artificial Crack further includes being formed by the first dipping fracture between two rock core units for constituting first core block, constituting institute It states and is formed by the second dipping fracture and the composition third core block between two rock core units of the second core block Two rock core units between be formed by third dipping fracture.
10. man-made fracture network seepage rule imitative experimental appliance according to claim 1, characterized in that it comprises: Back pressure system, the back pressure system are connected with the side of the core holding unit back to the injected system, the back pressure system System is for applying second pressure into the core holding unit, so that the fluid can be in the first pressure and second pressure Pass through from the man-made fracture under the action of the difference of power.
CN201910444220.6A 2019-05-27 2019-05-27 Artificial fracture network seepage rule simulation experiment device Pending CN110130872A (en)

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