CN110132818B - Method and system for obtaining permeability of sediments containing natural gas hydrate - Google Patents

Method and system for obtaining permeability of sediments containing natural gas hydrate Download PDF

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CN110132818B
CN110132818B CN201910454469.5A CN201910454469A CN110132818B CN 110132818 B CN110132818 B CN 110132818B CN 201910454469 A CN201910454469 A CN 201910454469A CN 110132818 B CN110132818 B CN 110132818B
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王磊
卢海龙
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Abstract

The invention discloses a method and a system for obtaining the permeability of sediments containing natural gas hydrates. The system comprises: a pore network model building module; a pore-filling hydrate model addition module; a permeability conduction equation establishing module; a permeability calculation module; the method can be made by secondary development on the basis of an open source computing tool OpenPNM of a pore network model. The invention can calculate the permeability when the pore network model contains the hydrate and the hydrate does not completely block the pore throat, provides the selection of the positions of various hydrates and solves the problem that the permeability of the deposit containing the hydrate changes along with the change of the saturation of the hydrate.

Description

Method and system for obtaining permeability of sediments containing natural gas hydrate
Technical Field
The invention belongs to the technical field of hydrate reservoir formation and development, relates to a method for obtaining the permeability of hydrate sediments, and particularly relates to a method and a system for obtaining the permeability of sediments containing natural gas hydrates based on a numerical simulation algorithm of a pore network model.
Background
Natural gas hydrates are a class of clathrate compounds formed by hydrogen bonding water molecules to envelope small gas molecules [ Sloan E D, Koh C a. boundary hydrates of natural gas [ M ]. Third Edition. bocaaraton: CRC Press,2007], when the gas component is methane dominated natural gas, because of its flammability also known as "combustible ice", which is a promising source of energy due to its high reserves, in the last decades the major energy consumer has invested a lot in hydrate exploration and development technology research [ L i J F, Ye J L, Qin X W, et al. the first of moisture organic hydrates in South China Sea [ J ]. China geomology, 2018,1(1): 5-16. deposit, in the development process, physical properties of hydrates including permeability, porosity in moisture in pure Sea [ J ]. gel, 2018,1(1): 5-16. deposit, in the development process, physical properties of hydrates including porosity, porosity in moisture.
The hydrate occupies the space of the pore and the throat when being formed in the pore of the sediment, so that the permeability of the sediment is reduced; upon hydrate decomposition, pore space is released allowing for increased permeability of the deposit. Therefore, the permeability of the hydrate-bearing reservoir will vary with the hydrate saturation (the ratio of the hydrate volume in the sediment pores to the total volume of the sediment pores), and accurate prediction of the change in the permeability of the hydrate-bearing reservoir is a key factor in the successful development of hydrates. Because the development of indoor experiments under the condition of a thermodynamic stability domain of the hydrate is difficult, the numerical simulation is a feasible research method for the influence of the generation and decomposition of the hydrate on the permeability of the sediment.
In the prior art, a Pore Network Model (PNM) described in document [1] flow in Pore medium-Pore Model and porous Science [ J ]. Current Opinion in porosity & Interface Science,2001,6(3): 197) is a mature porous medium multiphase flow permeability simulation method, and is also widely applied to a numerical simulation study of the saturation and permeability properties of hydrates, document [2] (Dai S, Seol Y. water permeability in moisture-bearing characteristics: A Pore-slurry [ J ]. Geopolysical Research L, 2014,41(12): 4176-84, document [3] J, calcium J.C.compressive porosity and hydrate, and is applied to a hydrate formation simulation method of a hydrate, a hydrate formation simulation method, a hydrate formation method, a hydrate simulation method, a hydrate formation method, a hydrate simulation method, a hydrate formation method, a hydrate simulation method, a hydrate formation method, a hydrate simulation method, a hydrate formation method, a hydrate simulation method, a hydrate formation method, a hydrate formation method, a hydrate simulation method, a hydrate formation method, a hydrate formation method, a hydrate formation method, a hydrate formation method, a hydrate formation method, a hydrate formation method, a hydrate formation method, a hydrate formation.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides a method and a system for acquiring the permeability of sediments containing natural gas hydrates.
For ease of illustration, the convention herein:
saturation degree of hydrate: the ratio of the hydrate volume in the sediment pores to the total volume of the sediment pores is dimensionless.
Hydrate: short for natural gas hydrate. The gas is a cage-shaped compound formed by connecting water molecules with small gas molecules in an envelope manner by hydrogen bonds, and when the gas component is natural gas mainly containing methane, the gas component is also called 'combustible ice' due to combustibility.
Pore space: non-solid fraction in the sediment.
Pore size: the larger of the independent spaces in the pore space.
A throat: a narrow portion of the pore space connecting the two pores.
And (3) node: the geometric center point of the aperture.
A conduit: the communication part between two adjacent nodes of the pore comprises: a left side node half pore, a throat between two nodes and a right side node half pore.
The steps of calculating the permeability of the deposit by the pore network model method (PNM) are as follows:
1. and establishing a pore network geometric model.
2. The permeability conductivity of the pores and throat in the network model was calculated.
3. All nodes of the network model are conserved in volume.
4. And (5) assigning the inlet and outlet pressure.
5. The pressure at each node is calculated.
6. The inlet flow and outlet flow are calculated.
7. Permeability was calculated using Darcy's (Darcy) law.
On the basis of a pore network model method, a pore hydrate model is added in a pore network geometric model, and a permeability conductivity calculation method of pores and throats in the pore network model under the condition of containing hydrate is given, so that the pore network model method is suitable for permeability calculation of hydrate-containing sediments. In the implementation process of the invention, the pore network model method adopts a pore network model open source computing tool-OpenPNM as a bottom layer, and secondary development is carried out on the basis of the pore network model open source computing tool-OpenPNM.
The technical scheme provided by the invention is as follows:
adding a pore filling type hydrate model in pore throat space of a finished pore network model under the condition that pores of sediments are filled with natural gas hydrate, establishing a permeability conduction equation under the condition, and calculating to obtain the permeability of the natural gas hydrate-containing pore network model; the method comprises the following steps:
A. establishing a pore network model, and adding a pore filling type hydrate model into a pore throat space of the pore network model;
the nodes in the established pore network model represent the central points of pores in the sediment; the conduit in the pore network geometric model represents a communication part between the central points of two adjacent pores in the sediment. The catheter comprises: the left node half pore, the throat between two nodes and the right node half pore in two adjacent pore nodes.
In specific implementation, adding a pore filling type hydrate model in a pore throat space of a pore network model is to add a pore hydrate geometric characteristic characterization array parameter in a geometric class in OpenPNM, and comprises the following steps:
A1. the geometric characteristic characterization array parameters of the added pore hydrate comprise: diameter array h of hydrate generated in pore centeriThe thickness array h of the hydrate generated on the surface of the porepThickness array h of hydrate generated on surface of throatt
A2. Setting the pore diameter array in the pore network model as D, the throat length array as L, and the throat diameter array as T, when hydrate grows on the pore surface, the pore diameter array is D-hpWhen the hydrate grows on the surface of the throat, the diameter of the throat is recorded as an array T-ht
B. Deducing a hydrate-containing conduit permeability conduction equation, and calculating to obtain the inter-conduit permeability of the natural gas hydrate-containing pore network model;
in specific implementation, in the calculation class in OpenPNM, the calculation method for the permeability between nodes when the hydrate is contained in the added pore includes the following operations:
B1. for the hydrate generated in the center of the pore, the conduit between the nodes is divided into 5 sections (numbered ④ - ⑧ in figure 2 b), and the form of each section of conduit is changed into a shape capable of simplifying the calculation of permeability by simplifying the geometric form of the conduit (shown as d in figure 2), wherein the sections numbered ⑤ - ⑦ in the figure are cylindrical, the sections ④ and ⑧ are annular columns, and the permeability of the annular section of the annular columns is (the permeability g is)loop) The formula of (1):
Figure BDA0002075088030000041
wherein D is the outside diameter of the ring section (pore diameter), hiThe diameter in the annular section (hydrate diameter) and L the length of the segment (═ 0.5 h)i) And mu is pore fluid viscosity.
Permeability (g) of cylindrical sectionc) The calculation formula is as follows:
Figure BDA0002075088030000042
the permeability (g) of the entire catheter is expressed as formula 3 according to the Hagen-Poiseuille equation:
Figure BDA0002075088030000051
wherein, gzone1~gzone55 segments into which the inter-node conduit is divided;
B2. for hydrates generated on the surfaces of pores and throats, the conduits between nodes are divided into 3 sections (① - ③ in FIG. 2 a), and the 3 sections of conduits are simplified into cylinders (① - ③ in FIG. 2c) by simplifying the conduit shape (FIG. 2 c). The formula for the permeability of the section of the cylinder is given by the formula 2, and only the diameter D in the formula 2 needs to be replaced by D-hp(①, ③ in FIG. 2c) and T-ht(② in FIG. 2c) to obtain the interductal permeability;
C. and calculating the permeability of the sample by adopting a pore network model method.
The fluid flow regime in the internodal conduit is assumed to be laminar. The fluid seepage flow Qij in the throat has the following form:
Figure BDA0002075088030000052
wherein p is the pressure of the fluid, rij and lij are the radius and length of the throat respectively, mu is the viscosity coefficient of the fluid, and gij is the throat backflow rate.
Assuming the fluid in the formation pore is incompressible, the sum of the flow rates of all throats communicating with it should be zero for a single pore, i.e.:
∑Qijeither case 0 (formula 5)
Therefore, a linear equation system with the pressure as an unknown number can be obtained, and the pressure distribution of the formation pore space can be obtained after the solution. And finally, calculating the inlet flow and the outlet flow of the stratum, and solving the absolute permeability of the stratum by applying Darcy's law.
And calculating the permeability of the natural gas hydrate through the steps.
In specific implementation, the calculation process can execute a calculation method carried by the tool OpenPNM, so that the permeability of the gas hydrate can be obtained.
(II) an acquisition device for the permeability of the sediments containing the natural gas hydrate, which comprises a memory and a processor; the memory for storing a computer program; the processor is used for realizing the method for acquiring the permeability of the natural gas hydrate-containing sediment when the computer program is executed.
(iii) a computer-readable storage medium having stored thereon a computer program which, when executed by a processor, implements the above-described method for obtaining permeability of a gas hydrate-containing deposit.
(IV) the system for acquiring the permeability of the sediments containing the natural gas hydrate is characterized in that the system is developed for the second time on the basis of a pore network model open source computing tool OpenPNM; the system comprises the following modules:
the pore network model establishing module is used for establishing a pore network model of the sediment;
the pore filling type hydrate model adding module is used for adding a pore filling type hydrate model in the pore throat space of the pore network model;
a permeability conduction equation establishing module, wherein the permeability comprises the permeability of an annular section of an annular column shape and the permeability of a cylindrical section;
and the permeability calculation module is used for calculating the permeability of the natural gas hydrate-containing pore network model by using a calculation method for the permeability between nodes under the condition that the pores contain hydrates.
The invention has the beneficial effects that:
the invention provides a method for acquiring the permeability of sediments containing natural gas hydrates. The invention realizes the continuous simulation of the permeability of the water-containing hydrate by adopting an improved pore network model and a simplified formula for the first time. By utilizing the solution provided by the invention, the permeability of the pore network model containing the hydrate and the pore throat which is not completely blocked by the hydrate can be calculated, the selection of the positions where various hydrates exist is provided, and the problem that the permeability of the deposit containing the hydrate changes along with the change of the saturation of the hydrate is solved.
Drawings
FIG. 1 is a diagram of the present invention adding custom hydrate geometry parameters in the geometry class in OpenPNM; the method comprises the following steps: hydrate is generated in a diameter array hi at the center of the pore; hp is a thickness array of the hydrate generated on the surface of the pore; ht is the array of the thickness of the hydrate generated on the surface of the throat.
FIG. 2 is an inter-node catheter computation model established by the present invention;
the device comprises a conduit 3 section, a conduit 5 section, a conduit between nodes, a hydrate section, a throat between nodes, a cylindrical section between nodes and a cylindrical section between nodes, wherein (a) is a conduit model between nodes when the hydrate grows on the surface of a pore, (b) is a conduit model between nodes when the hydrate grows in the center of the pore, (c) is a simplified calculation model of the permeability of the conduit between nodes when the hydrate grows on the surface of the pore, (d) is a calculation model of the permeability of the conduit between nodes when the hydrate grows in the center of the pore, ① - ③ respectively represent a left node semi-pore section, a throat between nodes section and a right node semi-pore section in the conduit 3 section when the hydrate grows on the surface of the pore, and ④ - ⑧ respectively represent a left node cylindrical section, a right node cylindrical.
Fig. 3 is a block diagram of an implementation of the method of the present invention.
Detailed Description
The invention will be further described by way of examples, without in any way limiting the scope of the invention, with reference to the accompanying drawings.
The invention provides a method and a system for acquiring the permeability of sediments containing natural gas hydrates.
FIG. 2 is a calculation model of an inter-node conduit, wherein (a) is an inter-node conduit model when a hydrate grows on a pore surface, (b) is an inter-node conduit model when the hydrate grows at a pore center, (c) is a simplified calculation model of inter-node conduit permeability when the hydrate grows at the pore surface, (d) is an inter-node conduit permeability calculation model when the hydrate grows at the pore center, ① - ③ respectively represent a left-node semi-pore section, an inter-node throat section and a right-node semi-pore section in a conduit 3 section when the hydrate grows at the pore surface, and ④ - ⑧ respectively represent a left-node annular cylindrical section, a left-node cylindrical section, an inter-node throat section, a right-node cylindrical section and a right-node annular cylindrical section in an inter-node conduit 5 section when the hydrate grows at the pore center.
FIG. 3 shows an implementation flow of the method of the present invention, which includes the following steps:
A. adding a pore hydrate geometric feature characterization array in a geometric class in an open source computing tool-OpenPNM of a pore network model, wherein the array comprises the following steps:
A1. diameter array h generated in the center of pore by adding hydrateiAdding hydrate to form an array of thickness h on the surface of the porespAddition of hydrate to form thickness array h on throat surfacet
A2. Setting the pore diameter array in the pore network model as D, the throat length array as L, and the throat diameter array as T, when hydrate grows on the pore surface, the pore diameter array is D-hpWhen the hydrate grows on the surface of the throat, the diameter of the throat is recorded as an array T-ht
B. In a calculation class in an open source calculation tool-OpenPNM of a pore network model, adding a calculation method for permeability between nodes under the condition that a pore contains a hydrate:
B1. for hydrates generated in the center of the pore, the internodal conduit is divided into 5 sections (see FIG. 2),
as shown in b of FIG. 2, wherein the segments ⑤ - ⑦ are cylindrical, the segments ④, ⑧ are ring-column-shaped, and the permeability (permeability, g) of the ring-column-shaped ring-shaped cross sectionloop) The calculation formula of (2):
Figure BDA0002075088030000081
wherein D is the outside diameter of the circular section, D is the inside diameter of the circular section, L is the length of the section, and μ is the viscosity of the pore fluid.
Permeability (g) of cylindrical sectionc) The calculation formula is as follows:
Figure BDA0002075088030000082
the permeability (g) of the entire catheter is expressed as formula 3 according to the Hagen-Poiseuille equation:
Figure BDA0002075088030000083
B2. for the hydrates generated on the surfaces of the pores and the throat, the calculation formula of the permeability between the conduits replaces the diameters of the pores and the throat with D-hpAnd T-htAnd executing according to the self-contained computing method of the tool OpenPNM. The main calculation method comprises the following steps of;
the fluid flow regime in the internodal conduit is assumed to be laminar. The fluid seepage flow Qij in the throat has the following form:
Figure BDA0002075088030000084
wherein p is the pressure of the fluid, rij and lij are the radius and length of the throat respectively, mu is the viscosity coefficient of the fluid, and gij is the throat backflow rate.
Assuming the fluid in the formation pore is incompressible, the sum of the flow rates of all throats communicating with it should be zero for a single pore, i.e.:
∑Qijeither case 0 (formula 5)
Therefore, a linear equation system with the pressure as an unknown number can be obtained, and the pressure distribution of the formation pore space can be obtained after the solution. And finally, calculating the inlet flow and the outlet flow of the stratum, and solving the absolute permeability of the stratum by applying Darcy's law. And calculating the permeability of the natural gas hydrate through the steps.
The following example illustrates the implementation of the method of the present invention by generating a pore network of a cubic wire frame with a three-directional number of 100 × 100 × 100 in cartesian coordinates, setting the pore node spacing to 0.63mm, the pore diameter (D) distribution to a normal distribution, a median of the distribution to 0.42mm, and a standard deviation to 0.1mm, generating the diameters of all 1000000 pores by a random algorithm, the throat diameter to be 0.7 times the diameter of the adjacent smaller pores, and the geometric features of the above pore network model to be recorded in the form of a dictionary.
The hydrate diameter at each step was [0.1,0.2,0.3,0.4,0.5,0.6,0.7,0.8,0.9] × D (pore diameter) assuming hydrate formation at the center of the pore and setting the number of hydrate growth steps to 10.
The permeability of the model of the pore network containing the hydrate was calculated. And C, calling the inter-node catheter permeability calculation model in the step B when the OpenPNM is used for calculating the permeability. Mixing [0.1,0.2,0.3,0.4,0.5,0.6,0.7,0.8,0.9]]× D (pore diameter) as the hydrate diameter are sequentially substituted into the calculation to obtain the permeability under different hydrate sizes, and then the hydrate saturation S can be obtained by the following formulah
Figure BDA0002075088030000091
In the formula, ∑ VhydrateSum of all hydrate volumes, ∑ VporeIs the sum of the volumes of all pore spaces.
It is noted that the disclosed embodiments are intended to aid in further understanding of the invention, but those skilled in the art will appreciate that: various substitutions and modifications are possible without departing from the spirit and scope of the invention and appended claims. Therefore, the invention should not be limited to the embodiments disclosed, but the scope of the invention is defined by the appended claims.

Claims (4)

1. A method for obtaining the permeability of the sediments containing the natural gas hydrate comprises the steps of establishing a pore network model under the condition that the pores of the sediments are filled with the natural gas hydrate, adding a pore filling type hydrate model into the pore throat space of the pore network model, establishing a permeability conduction equation under the condition, and calculating to obtain the permeability of the pore network model containing the natural gas hydrate;
the method comprises the following steps:
A. establishing a pore network model, and adding a pore filling type hydrate model into a pore throat space of the pore network model; the method comprises the following steps:
A1. the nodes in the established pore network model represent the central points of pores in the sediment; the conduit in the pore network model represents a communication part between the central points of two adjacent pores in the sediment; the catheter comprises: a left node half-pore, a throat between two nodes and a right node half-pore in two adjacent pore nodes;
A2. adding a pore filling type hydrate model in a pore throat space of the pore network model, namely adding geometric characteristic characterization array parameters of the pore hydrate into a geometric class of the model;
A21. the geometric characteristic characterization array parameters of the added pore hydrate comprise: diameter array h of hydrate generated in pore centeriThe thickness array h of the hydrate generated on the surface of the porepThickness array h of hydrate generated on surface of throatt
A22. Setting the pore diameter array in the pore network model as D, the throat length array as L and the throat diameter array as T, and when hydrate grows on the pore surface, setting the pore diameter array as D-hp(ii) a When the hydrate grows on the surface of the throat, the diameter of the throat is recorded as an array T-ht
B. Establishing a permeability conduction equation, and calculating the permeability of a pore network model containing the natural gas hydrate by adopting a calculation method of the permeability between nodes under the condition that the pores contain the hydrate; the following operations are performed:
B1. for the hydrate generated in the center of the pore, dividing the conduit between the nodes into 5 sections, including a cylindrical shape and an annular column shape;
by permeability gloopThe permeability of a ring-shaped section having a ring-column shape is represented and calculated by formula 1:
Figure FDA0002457749310000011
in the formula 1, D is the outer diameter of the annular section, namely the diameter of a pore; h isiThe inner diameter of the annular section is the diameter of the hydrate, L is the length of the section, mu is the viscosity of the pore fluid;
by permeability gcRepresents the cylindrical section permeability, calculated by equation 2:
Figure FDA0002457749310000012
the permeability g of the internodal catheter is expressed as formula 3:
Figure FDA0002457749310000013
wherein, gzone1~gzone55 segments into which the inter-node conduit is divided;
B2. for the hydrate generated on the surfaces of the pore and the throat, the diameter of the pore and the diameter of the throat are respectively taken as D-hpAnd T-htThen calculating to obtain the permeability between the catheters;
assuming that the fluid flow state in the conduit between the nodes is laminar flow; the fluid seepage flow Qij in the throat is expressed by equation 4:
Figure FDA0002457749310000021
wherein p is the pressure of the fluid; rij and lij are the radius and length of the throat, respectively; μ is the viscosity coefficient of the fluid; gij is the throat inverse flow rate;
assuming that the fluid in the formation pores is incompressible, for a single pore, the sum of the flow rates of all throats communicating with it should be zero, expressed as equation 5:
∑Qijeither case 0 (formula 5)
Thereby obtaining a linear equation system with the pressure as an unknown number; solving to obtain the pressure distribution of the formation pores;
calculating the inlet flow and the outlet flow of the stratum, and solving the absolute permeability of the stratum by applying Darcy's law;
and obtaining the permeability of the sediments containing the natural gas hydrate through the steps.
2. The device for acquiring the permeability of the sediments containing the natural gas hydrate comprises a memory and a processor;
the memory for storing a computer program;
the processor, when executing the computer program, is configured to implement the method for obtaining permeability of a gas hydrate-containing deposit according to claim 1.
3. A computer-readable storage medium, characterized in that the storage medium has stored thereon a computer program which, when being executed by a processor, carries out the method for obtaining natural gas hydrate-containing deposit permeability according to claim 1.
4. The system is characterized in that the system is developed for the second time on the basis of a pore network model open source computing tool OpenPNM; the system comprises the following modules:
the pore network model establishing module is used for establishing a pore network model of the sediment;
the pore filling type hydrate model adding module is used for adding a pore filling type hydrate model in the pore throat space of the pore network model;
a permeability conduction equation establishing module, wherein the permeability comprises the permeability of an annular section of an annular column shape and the permeability of a cylindrical section;
and the permeability calculation module is used for calculating the permeability of the natural gas hydrate-containing pore network model by using a calculation method for the permeability between nodes under the condition that the pores contain hydrates.
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