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<front>
<journal-meta>
<journal-id journal-id-type="pmc">FDMP</journal-id>
<journal-id journal-id-type="nlm-ta">FDMP</journal-id>
<journal-id journal-id-type="publisher-id">FDMP</journal-id>
<journal-title-group>
<journal-title>Fluid Dynamics &#x0026; Materials Processing</journal-title>
</journal-title-group>
<issn pub-type="epub">1555-2578</issn>
<issn pub-type="ppub">1555-256X</issn>
<publisher>
<publisher-name>Tech Science Press</publisher-name>
<publisher-loc>USA</publisher-loc>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">23188</article-id>
<article-id pub-id-type="doi">10.32604/fdmp.2023.023188</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Article</subject>
</subj-group>
</article-categories>
<title-group>
<article-title>Simulation of Gas-Water Two-Phase Flow in Tight Gas Reservoirs Considering the Gas Slip Effect</article-title><alt-title alt-title-type="left-running-head">Simulation of Gas-water Two-phase Flow in Tight Gas Reservoirs Considering the Gas Slip Effect</alt-title><alt-title alt-title-type="right-running-head">Simulation of Gas-water Two-phase Flow in Tight Gas Reservoirs Considering the Gas Slip Effect</alt-title>
</title-group>
<contrib-group content-type="authors">
<contrib id="author-1" contrib-type="author" corresp="yes">
<name name-style="western"><surname>Lu</surname><given-names>Mingjing</given-names></name>
<xref ref-type="aff" rid="aff-1">1</xref>
<xref ref-type="aff" rid="aff-2">2</xref><email>mingjinglu2021@163.com</email>
</contrib>
<contrib id="author-2" contrib-type="author">
<name name-style="western"><surname>Wang</surname><given-names>Zenglin</given-names></name>
<xref ref-type="aff" rid="aff-1">1</xref>
<xref ref-type="aff" rid="aff-3">3</xref>
</contrib>
<contrib id="author-3" contrib-type="author">
<name name-style="western"><surname>Li</surname><given-names>Aishan</given-names></name>
<xref ref-type="aff" rid="aff-1">1</xref>
</contrib>
<contrib id="author-4" contrib-type="author">
<name name-style="western"><surname>Zhang</surname><given-names>Liaoyuan</given-names></name>
<xref ref-type="aff" rid="aff-1">1</xref>
</contrib>
<contrib id="author-5" contrib-type="author">
<name name-style="western"><surname>Zheng</surname><given-names>Bintao</given-names></name>
<xref ref-type="aff" rid="aff-1">1</xref>
</contrib>
<contrib id="author-6" contrib-type="author">
<name name-style="western"><surname>Zhang</surname><given-names>Zilin</given-names></name>
<xref ref-type="aff" rid="aff-1">1</xref>
</contrib>
<aff id="aff-1"><label>1</label><institution>Petroleum Engineering Technology Research Institute of Shengli Oilfield</institution>, <addr-line>Sinopec, Dongying, 257067</addr-line>, <country>China</country></aff>
<aff id="aff-2"><label>2</label><institution>Postdoctoral Scientific Research Working Station of Shengli Oilfield</institution>, <addr-line>Sinopec, Dongying, 257067</addr-line>, <country>China</country></aff>
<aff id="aff-3"><label>3</label><institution>Shengli Oilfield</institution>, <addr-line>Sinopec, Dongying, 257067</addr-line>, <country>China</country></aff>
</contrib-group><author-notes><corresp id="cor1"><label>&#x002A;</label>Corresponding Author: Mingjing Lu. Email: <email>mingjinglu2021@163.com</email></corresp></author-notes>
<pub-date pub-type="epub" date-type="pub" iso-8601-date="2022-11-29"><day>29</day>
<month>11</month>
<year>2022</year></pub-date>
<volume>19</volume>
<issue>5</issue>
<fpage>1269</fpage>
<lpage>1281</lpage>
<history>
<date date-type="received"><day>11</day><month>4</month><year>2022</year></date>
<date date-type="accepted"><day>09</day><month>8</month><year>2022</year></date>
</history>
<permissions>
<copyright-statement>&#x00A9; 2023 Lu et al.</copyright-statement>
<copyright-year>2023</copyright-year>
<copyright-holder>Lu et al.</copyright-holder>
<license xlink:href="https://creativecommons.org/licenses/by/4.0/">
<license-p>This work is licensed under a <ext-link ext-link-type="uri" xlink:type="simple" xlink:href="https://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution 4.0 International License</ext-link>, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.</license-p>
</license>
</permissions>
<self-uri content-type="pdf" xlink:href="TSP_FDMP_23188.pdf"></self-uri>
<abstract>
<p>A mathematical model for the gas-water two-phase flow in tight gas reservoirs is elaborated. The model can account for the gas slip effect, stress sensitivity, and high-speed non-Darcy factors. The related equations are solved in the framework of a finite element method. The results are validated against those obtained by using the commercial software CMG (Computer Modeling Group software for advanced recovery process simulation). It is shown that the proposed method is reliable. It can capture the fracture rejection characteristics of tight gas reservoirs better than the CMG. A sensitivity analysis of various control factors (initial water saturation, reservoir parameters, and fracturing parameters) affecting the production in tight gas wells is conducted accordingly. Finally, a series of theoretical arguments are provided for a rational and effective development/exploitation of tight sandstone gas reservoirs.</p>
</abstract>
<kwd-group kwd-group-type="author">
<kwd>Tight gas reservoir</kwd>
<kwd>gas-water two-phase flow</kwd>
<kwd>numerical simulation</kwd>
<kwd>fractured horizontal well</kwd>
<kwd>gas slip effect</kwd>
</kwd-group>
</article-meta>
</front>
<body>
<sec id="s1">
<label>1</label>
<title>Introduction</title>
<p>The recoverable reserves of conventional oil and natural gas continue to decrease. Unconventional oil and gas resources, especially shale gas, have gradually become a hot topic for researchers [<xref ref-type="bibr" rid="ref-1">1</xref>]. Shale gas reservoirs have extremely low flow capacity, complex fluid fugacity, and interacting gas-water two-phase flow. It has brought many challenges to shale gas production and analytical calculations [<xref ref-type="bibr" rid="ref-2">2</xref>&#x2013;<xref ref-type="bibr" rid="ref-4">4</xref>].</p>
<p>Fractured horizontal wells can make up for the deficiencies of vertical wells in some aspects. Especially in developing tight gas reservoirs, fractured horizontal wells have shown their unique advantages [<xref ref-type="bibr" rid="ref-5">5</xref>&#x2013;<xref ref-type="bibr" rid="ref-7">7</xref>]. To effectively develop fractured tight gas reservoirs and optimize oil recovery. It is necessary to predict the production dynamics of multi-stage fractured horizontal wells [<xref ref-type="bibr" rid="ref-8">8</xref>]. Soliman et al. [<xref ref-type="bibr" rid="ref-9">9</xref>] conducted a simulation study of the production capacity of fractured horizontal wells under constant bottom flow pressure conditions. To verify the optimal number of transverse fractures in a finite or infinite reservoir, the production distribution of a set of lateral fractures was studied. To optimize the selection of vertical fracture parameters, the production model is studied by comparing fractured vertical and horizontal wells. The results show that the model is more applicable to tight gas reservoirs. the concept of trilinear flow in hydraulically fractured horizontal wells was proposed by Ozkan et al. [<xref ref-type="bibr" rid="ref-10">10</xref>,<xref ref-type="bibr" rid="ref-11">11</xref>]. They noted that the fluid contribution from the non-reservoir modified zone is negligible. And the flow is mainly linear perpendicular to hydraulic fracturing. The model proposes three linear flow zones. These include the hydraulically fractured zone, the inner zone between fractures, and the zone beyond the fracture tip. Guo et al. [<xref ref-type="bibr" rid="ref-12">12</xref>] considered the complex flow mechanisms in shale gas reservoirs. And a dual-porosity model was proposed to evaluate the effect of each parameter on shale gas production. The model considered three transport mechanisms. Gas diffusion in nanoscale pores, Darcy flow in microscopic pores, and non-Darcy flow in near-wellbore hydraulic fractures. The simulation results can better guide the optimal hydraulic fracturing design in unconventional tight reservoirs. An apparent permeability model was introduced by Zhan et al. [<xref ref-type="bibr" rid="ref-13">13</xref>]. It is used to describe gas flow (slip, Knudsen diffusion, etc.) in shale gas reservoirs. The model was also used to develop a numerical model to predict the production of multistage fractured horizontal wells. The results show that the model can quantify the effect of transient gas flow on gas well production in shale gas reservoirs.</p>
<p>As mentioned above, analytical and numerical models are the two most widely used models for fractured horizontal well capacity prediction [<xref ref-type="bibr" rid="ref-14">14</xref>,<xref ref-type="bibr" rid="ref-15">15</xref>]. In addition, semi-analytical models are also used for capacity prediction [<xref ref-type="bibr" rid="ref-16">16</xref>]. Analytical models require more assumptions. Its advantage is that it is computationally simple and more suitable for steady-state or proposed steady-state flow. However, it is difficult to solve the problems of real complex reservoirs [<xref ref-type="bibr" rid="ref-17">17</xref>,<xref ref-type="bibr" rid="ref-18">18</xref>]. In contrast, numerical models that can more detail characterize reservoir and fluid characteristics are suitable for nonlinear flows. It is the preferred technical tool and development direction for the future study of production dynamics of fractured horizontal wells.</p>
<p>A great deal of previous work has been done to improve mathematical models for multistage fractured horizontal wells in unconventional gas reservoirs (e.g., tight gas reservoirs). They have been developed mainly for the single-phase flow of natural gas [<xref ref-type="bibr" rid="ref-19">19</xref>,<xref ref-type="bibr" rid="ref-20">20</xref>]. Although pristine shale reservoirs generally develop ultra-low water saturation. Due to the retention of fracturing fluids, the water saturation of the pore space is higher than the bound water saturation of the reformed zone. This leads to a significant gas-water two-phase flow in shale production. Its transport pattern is also more complex. Furthermore, few papers have comprehensively considered the special flow phenomena such as slip, stress-sensitive, and high-rate non-Darcy that exist in tight gas reservoirs during the development process [<xref ref-type="bibr" rid="ref-21">21</xref>,<xref ref-type="bibr" rid="ref-22">22</xref>].</p>
<p>Based on the flow characteristics of different media systems in low permeability tight reservoirs modified by fractured horizontal wells [<xref ref-type="bibr" rid="ref-23">23</xref>]. Luo et al. [<xref ref-type="bibr" rid="ref-24">24</xref>] developed a discrete numerical model based on a triple media model considering capillary forces, gravity, high velocity undamped, and oil-water two-phase flow difference. The model was solved using the implicit pressure explicit saturation method (IMPES). The effects of parameters such as high-velocity non-damping coefficients are simulated and investigated. Based on the flow characteristics of fractured horizontal wells in tight gas reservoirs. He et al. [<xref ref-type="bibr" rid="ref-25">25</xref>] developed a mathematical model of flow considering stress sensitivity, slip-off effect, and high-velocity non-damping effect of gas in the fracture by solving the proposed pressure steady-state method. The effects of the production water to gas ratio and fracture parameters on the production capacity of fractured horizontal wells were analyzed. It is concluded that the effect of gas slip effect on gas production is small and negligible.</p>
<p>In addition, many literatures have performed parametric sensitivity analyses. The influencing factors have not been comprehensively considered [<xref ref-type="bibr" rid="ref-26">26</xref>,<xref ref-type="bibr" rid="ref-27">27</xref>]. Therefore, this paper will develop a set of mathematical models of flow that are integrated with multiple flow mechanisms in tight gas reservoirs. The model considers more comprehensive and systematic characteristics of tight gas reservoirs.</p>
<p>Next, this paper is based on the characteristics of dense sandstone gas reservoirs. Based on the discrete fracture model. A mathematical model of gas-water two-phase nonlinear seepage is established. The model integrates the matrix system slip effect, stress sensitivity, and high-speed non-Darcy flow in the artificial fracture system. The model was solved using the finite element method. In <xref ref-type="sec" rid="s3">Section 3</xref>, a conceptual arithmetic example is established. A comparison with the commercial numerical simulation software CMG is also made. In <xref ref-type="sec" rid="s4">Section 4</xref>, considers the effects of different initial water saturation, matrix permeability, and fracture conductivity on this paper&#x2019;s model.</p>
</sec>
<sec id="s2">
<label>2</label>
<title>Gas-Water Two-Phase Flow Model for Horizontal Wells in Tight Gas Reservoirs</title>
<sec id="s2_1">
<label>2.1</label>
<title>Physical Model</title>
<p>In this paper, we assume that the original tight gas reservoir has no microfracture development. It is a homogeneous reservoir. A multi-stage fractured horizontal well modifies the reservoir. The fluid seeps from the reservoir matrix into the artificial fractures. Finally, it flows to the wellbore through the hydraulic fractures. The model sets the external boundary of the tight gas reservoir as a closed boundary. The well type is set as a multi-stage fractured horizontal well, as shown in <xref ref-type="fig" rid="fig-1">Fig. 1</xref>.</p>
<fig id="fig-1">
<label>Figure 1</label>
<caption>
<title>Physical model of a multi-stage fractured horizontal well in a tight gas reservoir</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-1.png"/>
</fig>
<p>Multi-scale flow mechanisms are considered. Slip effects are considered for gas-phase flows in matrix systems. Stress-sensitive and high-velocity non-Darcy effects are considered for the artificial fracture system. The following assumptions are also given for the above model for calculation purposes:<list list-type="simple"><list-item><label>(1)</label>
<p>There are only two types of fluids in the gas reservoir. There is a gas phase and a water phase. And the gas phase is insoluble in the water phase.</p></list-item><list-item><label>(2)</label>
<p>The rock and water are slightly compressible. And the compression coefficient is constant. Gas-phase is compressible.</p></list-item><list-item><label>(3)</label>
<p>The effect of the capillary force of gas and water phases is neglected.</p></list-item><list-item><label>(4)</label>
<p>The effect of gravity is neglected.</p></list-item><list-item><label>(5)</label>
<p>The flow process is isothermal percolation.</p></list-item></list></p>
</sec>
<sec id="s2_2">
<label>2.2</label>
<title>Mathematical Model</title>
<p>The source-sink term is considered. Based on the principle of conservation of matter, the continuity equation of the gas-water two-phase is obtained by using the infinitesimal unit analysis from reference [<xref ref-type="bibr" rid="ref-14">14</xref>].</p>
<p>Gas-phase<disp-formula id="eqn-1"><label>(1)</label>
<mml:math id="mml-eqn-1" display="block"><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>[</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>g</mml:mi></mml:msub><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mstyle></mml:mrow><mml:mo>]</mml:mo></mml:mrow><mml:mo>+</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mi>q</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>&#x03D5;</mml:mi><mml:msub><mml:mi>S</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mstyle></mml:mstyle></mml:math>
</disp-formula>where <italic>k</italic> is the permeability, mD; <inline-formula id="ieqn-1">
<mml:math id="mml-ieqn-1"><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:msub></mml:math>
</inline-formula> is the relative permeability of the gas phase, mD; <inline-formula id="ieqn-2">
<mml:math id="mml-ieqn-2"><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:math>
</inline-formula> is the viscosity of the gas, mPa&#x22C5;s; <inline-formula id="ieqn-3">
<mml:math id="mml-ieqn-3"><mml:msub><mml:mi>p</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:math>
</inline-formula> is the gas pressure, MPa; <inline-formula id="ieqn-4">
<mml:math id="mml-ieqn-4"><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:math>
</inline-formula> is gas compressible coefficient; <inline-formula id="ieqn-5">
<mml:math id="mml-ieqn-5"><mml:mi>&#x03D5;</mml:mi></mml:math>
</inline-formula> is the porosity; <inline-formula id="ieqn-6">
<mml:math id="mml-ieqn-6"><mml:msub><mml:mi>S</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:math>
</inline-formula> is the gas saturation.</p>
<p>Water phase<disp-formula id="eqn-2"><label>(2)</label>
<mml:math id="mml-eqn-2" display="block"><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>[</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>w</mml:mi></mml:msub><mml:msub><mml:mi>B</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mstyle></mml:mrow><mml:mo>]</mml:mo></mml:mrow><mml:mo>+</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mi>q</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>&#x03D5;</mml:mi><mml:msub><mml:mi>S</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mstyle></mml:mstyle></mml:math>
</disp-formula>where <inline-formula id="ieqn-7">
<mml:math id="mml-ieqn-7"><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi></mml:mrow></mml:msub></mml:math>
</inline-formula> is the relative permeability of the gas phase, mD; <inline-formula id="ieqn-8">
<mml:math id="mml-ieqn-8"><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:math>
</inline-formula> is the viscosity of the gas, mPa&#x22C5;s; <inline-formula id="ieqn-9">
<mml:math id="mml-ieqn-9"><mml:msub><mml:mi>p</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:math>
</inline-formula> is the gas pressure, MPa; <inline-formula id="ieqn-10">
<mml:math id="mml-ieqn-10"><mml:msub><mml:mi>B</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:math>
</inline-formula> is the gas compressible coefficient; <inline-formula id="ieqn-11">
<mml:math id="mml-ieqn-11"><mml:msub><mml:mi>S</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:math>
</inline-formula> is the gas saturation.</p>
<p>The gas and water saturation satisfy the following equation:<disp-formula id="eqn-3"><label>(3)</label>
<mml:math id="mml-eqn-3" display="block"><mml:msub><mml:mi>S</mml:mi><mml:mi>w</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mi>g</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mrow><mml:mn mathvariant="bold">1</mml:mn></mml:mrow></mml:math>
</disp-formula></p>
<p>The capillary pressure satisfies the following equation:<disp-formula id="eqn-4"><label>(4)</label>
<mml:math id="mml-eqn-4" display="block"><mml:msub><mml:mi>P</mml:mi><mml:mi>c</mml:mi></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mi>P</mml:mi><mml:mi>g</mml:mi></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>P</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:math>
</disp-formula>where <inline-formula id="ieqn-12">
<mml:math id="mml-ieqn-12"><mml:msub><mml:mi>P</mml:mi><mml:mi>c</mml:mi></mml:msub></mml:math>
</inline-formula> is a capillary force between the gas and water phase.</p>
</sec>
<sec id="s2_3">
<label>2.3</label>
<title>Model Discretization</title>
<p>Here, the subscript <italic>m</italic> represents the bedrock system, <italic>f</italic> represents the fracture system, <italic>w</italic> represents the water phase, and <italic>g</italic> represents the gas phase.</p>
<p>For the two-dimensional matrix system, the gas slip effect [<xref ref-type="bibr" rid="ref-28">28</xref>] is considered, and the apparent permeability is introduced as<disp-formula id="eqn-5"><label>(5)</label>
<mml:math id="mml-eqn-5" display="block"><mml:msub><mml:mi>k</mml:mi><mml:mi>e</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi>k</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mrow><mml:mn mathvariant="bold">1</mml:mn></mml:mrow><mml:mo>+</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi>b</mml:mi><mml:mrow><mml:mover><mml:mi>p</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:math>
</disp-formula>where <italic>b</italic> parameters are determined mainly by experiments; <inline-formula id="ieqn-13">
<mml:math id="mml-ieqn-13"><mml:msub><mml:mi>k</mml:mi><mml:mi>m</mml:mi></mml:msub></mml:math>
</inline-formula> is the reservoir permeability without correction</p>
<p>To simplify the model, we assume that the capillary force profile of the matrix system is a function depending on the saturation [<xref ref-type="bibr" rid="ref-29">29</xref>], which is neglected in the fractured system.<disp-formula id="eqn-6"><label>(6)</label>
<mml:math id="mml-eqn-6" display="block"><mml:mtable columnalign="right left" rowspacing=".5em" columnspacing="thickmathspace" displaystyle="true"><mml:mtr><mml:mtd /><mml:mtd><mml:msub><mml:mi>p</mml:mi><mml:mi>c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>B</mml:mi><mml:mi>c</mml:mi></mml:msub><mml:mi>ln</mml:mi><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi>e</mml:mi></mml:msub></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd /><mml:mtd><mml:msub><mml:mi>S</mml:mi><mml:mi>e</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi>w</mml:mi></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mrow><mml:mn mathvariant="bold">1</mml:mn></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mtd></mml:mtr></mml:mtable></mml:math>
</disp-formula>where <italic>B<sub>c</sub></italic> is capillary force parameters; <inline-formula id="ieqn-14">
<mml:math id="mml-ieqn-14"><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi></mml:mrow></mml:msub></mml:math>
</inline-formula> is residual water saturation; <inline-formula id="ieqn-15">
<mml:math id="mml-ieqn-15"><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:msub></mml:math>
</inline-formula> is residual gas saturation.</p>
<p>For the fracture system, the description is proposed to use the <italic>Forchheimer</italic> formula considering the high-speed non-Darcy phenomenon generated by the high-speed motion of the fluid. Neglecting the non-Darcy percolation of the water phase then, the non-Darcy correction factor of the gas phase under multiphase flow conditions is assumed to be <inline-formula id="ieqn-16">
<mml:math id="mml-ieqn-16"><mml:msub><mml:mi>&#x03BE;</mml:mi><mml:mi>n</mml:mi></mml:msub></mml:math>
</inline-formula> [<xref ref-type="bibr" rid="ref-30">30</xref>].</p>
<p><disp-formula id="eqn-7"><label>(7)</label>
<mml:math id="mml-eqn-7" display="block"><mml:msub><mml:mi>v</mml:mi><mml:mi>n</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>&#x03BE;</mml:mi><mml:mi>n</mml:mi></mml:msub><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mi>p</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mi>n</mml:mi><mml:mo>=</mml:mo><mml:mi>x</mml:mi><mml:mo>,</mml:mo><mml:mspace width="thickmathspace" /><mml:mi>y</mml:mi><mml:mo>,</mml:mo><mml:mspace width="thickmathspace" /><mml:mi>z</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mstyle></mml:math>
</disp-formula></p>
<p>where <inline-formula id="ieqn-17">
<mml:math id="mml-ieqn-17"><mml:msub><mml:mi>v</mml:mi><mml:mi>n</mml:mi></mml:msub></mml:math>
</inline-formula> the gas flow velocity.</p>
<p>In addition, the effective stress on the fracture increases as the formation pressure decreases, and the flow conductivity of the fracture decreases a lot, so it is necessary to consider the presence of stress sensitivity in the fracture system. The apparent permeability of the fracture system considering the stress-sensitive effect is given by<disp-formula id="eqn-8"><label>(8)</label>
<mml:math id="mml-eqn-8" display="block"><mml:msub><mml:mi>K</mml:mi><mml:mi>e</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>K</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mrow><mml:mn mathvariant="bold">1</mml:mn></mml:mrow><mml:mo>+</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi>b</mml:mi><mml:mrow><mml:mover><mml:mi>p</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>&#x03B1;</mml:mi><mml:mi>f</mml:mi></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>p</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>&#x2212;</mml:mo><mml:mi>p</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:msup></mml:math>
</disp-formula>where <inline-formula id="ieqn-18">
<mml:math id="mml-ieqn-18"><mml:msub><mml:mi>K</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:math>
</inline-formula> is absolute reservoir permeability, mD; <inline-formula id="ieqn-19">
<mml:math id="mml-ieqn-19"><mml:mi>&#x03B1;</mml:mi></mml:math>
</inline-formula> is sensitivity index, MPa<sup>&#x2212;1</sup>; <inline-formula id="ieqn-20">
<mml:math id="mml-ieqn-20"><mml:msub><mml:mi>P</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:math>
</inline-formula> is original formation pressure, MPa.</p>
<p>The water saturation in the fracture can be expressed by the water saturation in the matrix, then the differential equation for gas-water two-phase flow in a discrete fracture model for a multi-stage fractured horizontal well in a tight gas reservoir can be abbreviated as</p>
<p>The gas-phase pressure equation for the matrix is<disp-formula id="eqn-9"><label>(9)</label>
<mml:math id="mml-eqn-9" display="block"><mml:mi>M</mml:mi><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>e</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>g</mml:mi></mml:msub><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:msub><mml:mi>P</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>+</mml:mo><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>[</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>w</mml:mi></mml:msub><mml:msub><mml:mi>B</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mstyle></mml:mrow><mml:mo>]</mml:mo></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>[</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>w</mml:mi></mml:msub><mml:msub><mml:mi>B</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>c</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mstyle></mml:mrow><mml:mo>]</mml:mo></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mi>&#x03B4;</mml:mi><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>T</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup><mml:mo>=</mml:mo><mml:msub><mml:mi>M</mml:mi><mml:mi>p</mml:mi></mml:msub><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:math>
</disp-formula></p>
<p>The equation for the water phase saturation of the matrix system is<disp-formula id="eqn-10"><label>(10)</label>
<mml:math id="mml-eqn-10" display="block"><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>[</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>e</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>g</mml:mi></mml:msub><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mstyle></mml:mrow><mml:mo>]</mml:mo></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mi>&#x03B4;</mml:mi><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>g</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>w</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mo>+</mml:mo><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>w</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mstyle></mml:math>
</disp-formula></p>
<p>The pressure equation in the fracture system is</p>
<p><disp-formula id="eqn-11"><label>(11)</label>
<mml:math id="mml-eqn-11" display="block"><mml:mi>M</mml:mi><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>l</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>g</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>l</mml:mi></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>+</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>l</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mrow><mml:mi>w</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>l</mml:mi></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>+</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi>w</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:mi>&#x03B4;</mml:mi><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>T</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup><mml:mo>=</mml:mo><mml:msub><mml:mi>M</mml:mi><mml:mi>p</mml:mi></mml:msub><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mstyle></mml:mstyle></mml:math>
</disp-formula></p>
<p>In the above equation <inline-formula id="ieqn-21">
<mml:math id="mml-ieqn-21"><mml:mi>M</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi>w</mml:mi><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi>w</mml:mi><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>d</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mi>c</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:mi>d</mml:mi><mml:msub><mml:mi>S</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:math>
</inline-formula>, <inline-formula id="ieqn-22">
<mml:math id="mml-ieqn-22"><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi>&#x03D5;</mml:mi><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:math>
</inline-formula>, <inline-formula id="ieqn-23">
<mml:math id="mml-ieqn-23"><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>&#x03D5;</mml:mi><mml:msub><mml:mi>S</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mi>g</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>C</mml:mi><mml:mi>&#x03D5;</mml:mi></mml:msub></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mstyle></mml:math>
</inline-formula>, <inline-formula id="ieqn-24">
<mml:math id="mml-ieqn-24"><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi>w</mml:mi><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi>&#x03D5;</mml:mi><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:math>
</inline-formula>, <inline-formula id="ieqn-25">
<mml:math id="mml-ieqn-25"><mml:msub><mml:mi>C</mml:mi><mml:mrow><mml:mi>w</mml:mi><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>&#x03D5;</mml:mi><mml:msub><mml:mi>S</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mi>w</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>C</mml:mi><mml:mi>&#x03D5;</mml:mi></mml:msub></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mstyle></mml:math>
</inline-formula>, <inline-formula id="ieqn-26">
<mml:math id="mml-ieqn-26"><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>T</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup><mml:mo>=</mml:mo><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>w</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>g</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup></mml:math>
</inline-formula> are total tamper flow. <inline-formula id="ieqn-27">
<mml:math id="mml-ieqn-27"><mml:mi>&#x03B4;</mml:mi><mml:mo>=</mml:mo><mml:mrow><mml:mo>{</mml:mo><mml:mrow><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="bold">1</mml:mn></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="bold">0</mml:mn></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow><mml:mo fence="true" stretchy="true" symmetric="true"></mml:mo></mml:mrow><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mrow><mml:mrow><mml:mi mathvariant="bold">S</mml:mi><mml:mi mathvariant="bold">o</mml:mi><mml:mi mathvariant="bold">u</mml:mi><mml:mi mathvariant="bold">r</mml:mi><mml:mi mathvariant="bold">c</mml:mi><mml:mi mathvariant="bold">e</mml:mi><mml:mtext mathvariant="bold">&#xA0;</mml:mtext><mml:mi mathvariant="bold">a</mml:mi><mml:mi mathvariant="bold">n</mml:mi><mml:mi mathvariant="bold">d</mml:mi><mml:mtext mathvariant="bold">&#xA0;</mml:mtext><mml:mi mathvariant="bold">s</mml:mi><mml:mi mathvariant="bold">i</mml:mi><mml:mi mathvariant="bold">n</mml:mi><mml:mi mathvariant="bold">k</mml:mi></mml:mrow></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>N</mml:mi><mml:mi>o</mml:mi></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math>
</inline-formula></p>
<p>The three flow equations above are solved by the finite volume method, and the specific steps to derive the equivalent &#x222D; integral weak form are as follows, taking <xref ref-type="disp-formula" rid="eqn-9">Eq. (9)</xref> as an example.<disp-formula id="eqn-12"><label>(12)</label>
<mml:math id="mml-eqn-12" display="block"><mml:mtable columnalign="right left" rowspacing=".5em" columnspacing="thickmathspace" displaystyle="true"><mml:mtr><mml:mtd /><mml:mtd><mml:munder><mml:mrow><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo></mml:mrow><mml:mrow><mml:mspace width="-5.5pt" /><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mrow></mml:munder><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mi>M</mml:mi><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>e</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mi>K</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>g</mml:mi></mml:msub><mml:msub><mml:mi>B</mml:mi><mml:mi>g</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:msub><mml:mi>P</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mi>d</mml:mi><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow><mml:mo>+</mml:mo><mml:munder><mml:mrow><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo></mml:mrow><mml:mrow><mml:mspace width="-5.5pt" /><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mrow></mml:munder><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>[</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>K</mml:mi><mml:msub><mml:mi>K</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>w</mml:mi></mml:msub><mml:msub><mml:mi>B</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mstyle></mml:mrow><mml:mo>]</mml:mo></mml:mrow></mml:mrow><mml:mi>d</mml:mi><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>&#x2212;</mml:mo><mml:munder><mml:mrow><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo></mml:mrow><mml:mrow><mml:mspace width="-5.5pt" /><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mrow></mml:munder><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>[</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi>K</mml:mi><mml:msub><mml:mi>K</mml:mi><mml:mrow><mml:mi>r</mml:mi><mml:mi>w</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mi>w</mml:mi></mml:msub><mml:msub><mml:mi>B</mml:mi><mml:mi>w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>c</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mstyle></mml:mrow><mml:mo>]</mml:mo></mml:mrow></mml:mrow><mml:mi>d</mml:mi><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mtd></mml:mtr><mml:mtr><mml:mtd /><mml:mtd><mml:mo>=</mml:mo><mml:munder><mml:mrow><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo></mml:mrow><mml:mrow><mml:mspace width="-5.5pt" /><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mrow></mml:munder><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi>p</mml:mi></mml:msub><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mo>+</mml:mo><mml:mi>&#x03B4;</mml:mi><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>T</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mi>d</mml:mi><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mtd></mml:mtr></mml:mtable></mml:math>
</disp-formula></p>
<p>Applying Gauss&#x2019;s theorem to the Darcy formula term on the left side of <xref ref-type="disp-formula" rid="eqn-12">Eq. (12)</xref>.<disp-formula id="eqn-13"><label>(13)</label>
<mml:math id="mml-eqn-13" display="block"><mml:munder><mml:mrow><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo></mml:mrow><mml:mrow><mml:mspace width="-5.5pt" /><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mrow></mml:munder><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mi>M</mml:mi><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi>K</mml:mi><mml:mrow><mml:mi>&#x03BC;</mml:mi><mml:mi>B</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mi>P</mml:mi></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mi>d</mml:mi><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow><mml:mo>=</mml:mo><mml:munder><mml:mrow><mml:mrow><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo></mml:mrow><mml:mspace width="-1.167em" /><mml:mo>&#x25EF;</mml:mo></mml:mrow><mml:mi>s</mml:mi></mml:munder><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi>K</mml:mi><mml:mrow><mml:mi>&#x03BC;</mml:mi><mml:mi>B</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mi>P</mml:mi><mml:mo>&#x22C5;</mml:mo><mml:mi>n</mml:mi><mml:mi>d</mml:mi><mml:mi>s</mml:mi></mml:mstyle></mml:mrow></mml:math>
</disp-formula></p>
<p>By approximating the pressure gradient as the quotient of the pressure difference <inline-formula id="ieqn-28">
<mml:math id="mml-ieqn-28"><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mi>P</mml:mi></mml:math>
</inline-formula> between grids <italic>i</italic> and <italic>j</italic> and the node distance, <xref ref-type="disp-formula" rid="eqn-13">Eq. (13)</xref> can be rewritten as<disp-formula id="eqn-14"><label>(14)</label>
<mml:math id="mml-eqn-14" display="block"><mml:munder><mml:mrow><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo></mml:mrow><mml:mrow><mml:mspace width="-5.5pt" /><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mrow></mml:munder><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mi>M</mml:mi><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi>K</mml:mi><mml:mrow><mml:mi>&#x03BC;</mml:mi><mml:mi>B</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mi>P</mml:mi></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mi>d</mml:mi><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow><mml:mo>=</mml:mo><mml:munder><mml:mo movablelimits="false">&#x2211;</mml:mo><mml:mi>j</mml:mi></mml:munder><mml:mrow><mml:msub><mml:mi>T</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>P</mml:mi><mml:mi>j</mml:mi></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>P</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:math>
</disp-formula></p>
<p>In the above equation, <inline-formula id="ieqn-29">
<mml:math id="mml-ieqn-29"><mml:msub><mml:mi>T</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:math>
</inline-formula> is the flow coefficient, defined as <inline-formula id="ieqn-30">
<mml:math id="mml-ieqn-30"><mml:msub><mml:mi>T</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mi>K</mml:mi><mml:mrow><mml:mi>&#x03BC;</mml:mi><mml:mi>B</mml:mi></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>l</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mrow></mml:mstyle></mml:math>
</inline-formula>.</p>
<p>The cumulative term on the right-hand side of <xref ref-type="disp-formula" rid="eqn-12">Eq. (12)</xref> can be rewritten as<disp-formula id="eqn-15"><label>(15)</label>
<mml:math id="mml-eqn-15" display="block"><mml:munder><mml:mrow><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mspace width="negativethinmathspace" /><mml:mo>&#x222B;</mml:mo></mml:mrow><mml:mrow><mml:mspace width="-5.5pt" /><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mrow></mml:munder><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi>p</mml:mi></mml:msub><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mo>+</mml:mo><mml:mi>&#x03B4;</mml:mi><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>T</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup></mml:mstyle></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mi>d</mml:mi><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x0394;</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mrow><mml:mo>[</mml:mo><mml:mrow><mml:msup><mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi>p</mml:mi></mml:msub><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mrow><mml:mi>n</mml:mi><mml:mo>+</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mo>&#x2212;</mml:mo><mml:msup><mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mi>&#x03B4;</mml:mi><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>T</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mrow><mml:mi>n</mml:mi><mml:mo>+</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mi>&#x03B4;</mml:mi><mml:msubsup><mml:mi>q</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>f</mml:mi><mml:mi>T</mml:mi></mml:mrow><mml:mo>&#x2217;</mml:mo></mml:msubsup></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mi>n</mml:mi></mml:msup></mml:mrow><mml:mo>]</mml:mo></mml:mrow></mml:mstyle></mml:math>
</disp-formula>where the superscript <italic>n</italic> represents the current time step, and <italic>n</italic>&#x2009;&#x002B;&#x2009;1 represents the next time step.</p>
<p>Solving them sequentially yields <inline-formula id="ieqn-31">
<mml:math id="mml-ieqn-31"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:math>
</inline-formula>, <inline-formula id="ieqn-32">
<mml:math id="mml-ieqn-32"><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>w</mml:mi><mml:mi>m</mml:mi></mml:mrow></mml:msub></mml:math>
</inline-formula> and <inline-formula id="ieqn-33">
<mml:math id="mml-ieqn-33"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>g</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:msub></mml:math>
</inline-formula>.</p>
</sec>
</sec>
<sec id="s3">
<label>3</label>
<title>Model Validation</title>
<p>To verify the correctness of the model proposed in this paper and the reliability of the calculation results. In this paper, the daily production data of a fractured gas well in a tight gas reservoir are fitted to the history. And the calculation results of this simulator are compared with those of the commercial software CMG. The burial depth of the model is about 3280&#x2005;m&#x223C;3740&#x2005;m. Other essential parameters are shown in <xref ref-type="table" rid="table-1">Table 1</xref>. The relative permeability curves of gas and water phases are shown in <xref ref-type="fig" rid="fig-2">Fig. 2</xref>. The 3D grid profile of the model is shown in <xref ref-type="fig" rid="fig-3">Fig. 3</xref>. The model size is 1300&#x2005;m&#x2009;&#x002A;&#x2009;1000&#x2005;m&#x2009;&#x002A;&#x2009;420&#x2005;m.</p>
<table-wrap id="table-1"><label>Table 1</label>
<caption>
<title>Basic parameters of the validation model</title></caption>
<table><colgroup><col align="left"/><col align="left"/><col align="left"/><col align="left"/>
</colgroup>
<thead>
<tr>
<th align="left">Parameter</th>
<th align="left">Value</th>
<th align="left">Parameter</th>
<th align="left">Value</th>
</tr>
</thead>
<tbody>
<tr>
<td align="left">Gas reservoir temperature</td>
<td align="left">70&#x00B0;C</td>
<td align="left">Number of artificial fracture stages</td>
<td align="left">4</td>
</tr>
<tr>
<td align="left">Permeability of matrix system</td>
<td align="left">0.01&#x2005;mD</td>
<td align="left">Original water saturation</td>
<td align="left">0.45</td>
</tr>
<tr>
<td align="left">Relative density of gas-phase</td>
<td align="left">0.65</td>
<td align="left">Artificial fracture half-length</td>
<td align="left">50&#x2005;m</td>
</tr>
<tr>
<td align="left">Porosity of matrix system</td>
<td align="left">10&#x0025;</td>
<td align="left">Well radius</td>
<td align="left">1&#x2005;m</td>
</tr>
<tr>
<td align="left">Artificial fracture width</td>
<td align="left">0.003&#x2005;m</td>
<td align="left">Artificial fracture inflow capacity</td>
<td align="left">1&#x2005;D&#x22C5;cm</td>
</tr>
<tr>
<td align="left">Water viscosity</td>
<td align="left">0.3457&#x2005;mPa&#x22C5;s</td>
<td align="left">Epithermal factor</td>
<td align="left">1</td>
</tr>
<tr>
<td align="left">Rock compression factor</td>
<td align="left">1.5e&#x2212;4&#x2005;MPa<sup>&#x2212;1</sup></td>
<td align="left">Formation water compression</td>
<td align="left">5.8e&#x2212;4&#x2005;MPa<sup>&#x2212;1</sup></td>
</tr>
</tbody>
</table>
</table-wrap><fig id="fig-2">
<label>Figure 2</label>
<caption>
<title>Gas-water two-phase phase percolation diagram</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-2.png"/>
</fig><fig id="fig-3">
<label>Figure 3</label>
<caption>
<title>Model mesh 3D profile</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-3.png"/>
</fig>
<p><xref ref-type="fig" rid="fig-4">Figs. 4</xref> and <xref ref-type="fig" rid="fig-5">5</xref> show the comparison curves of the historical fitted and simulated calculated results for the daily gas and water production of the well, respectively. The figures show that the results obtained by the method and CMG calculation in this paper basically match the actual measured data in the field. This indicates that this paper&#x2019;s relevant theories and methods have some practical value. In addition, the overall trend of the yield obtained by the method in this paper and the CMG numerical simulation software is consistent. There are only minor differences. The main reason is that the method in this paper considers more nonlinear flow characteristics than the CMG model. Such as slip, fracture stress sensitivity, and high-speed non-Darcy.</p>
<fig id="fig-4">
<label>Figure 4</label>
<caption>
<title>Comparison of daily oil production rate history fitting and simulation results</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-4.png"/>
</fig><fig id="fig-5">
<label>Figure 5</label>
<caption>
<title>Comparison of historical fitting and simulation results of daily water production rate</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-5.png"/>
</fig>
</sec>
<sec id="s4">
<label>4</label>
<title>Sensitivity Analysis</title>
<sec id="s4_1">
<label>4.1</label>
<title>Effect of Initial Water Saturation</title>
<p>The original water saturation (Sw) of a reservoir is an important parameter in the development of oil and gas fields. During the development process, the value of water saturation is constantly changing. For tight gas reservoirs containing lateral and bottom water. It is particularly important to consider the effect of water saturation on production. To investigate the effect of raw water saturation on the production of tight gas reservoirs. In this paper, the basic parameters of the conceptual model are kept constant. Only the pristine water of the reservoir is changed. The production dynamics of a multi-stage fractured horizontal well in a tight gas reservoir are simulated for 300 days under different pristine water saturation conditions. The specific scenarios are initial water saturation of 0.55, 0.65, and 0.75.</p>
<p>As shown in <xref ref-type="fig" rid="fig-6">Figs. 6</xref> and <xref ref-type="fig" rid="fig-7">7</xref>, the decreasing rates of daily gas production and daily water production still exhibit a fast and slowly decreasing rate. In addition, a single well&#x2019;s daily gas production decreases as the basal raw water saturation increases. In contrast, the daily water production of single well increases. When Sw is 0.55, the daily gas production at the beginning of production is 280,000&#x2005;m<sup>3</sup>/day, respectively. When Sw is 0.65, the value is 50,000&#x2005;m<sup>3</sup>/day. When Sw is 0.75, the value is 205,200&#x2005;m<sup>3</sup>/day. This indicates that increasing reservoir pristine water saturation increases the resistance to gas flow. This resulted in a decrease in gas production from the wells. Specifically from the daily water production curve, when Sw is 0.75, the daily water production after 100 days of production is about 3&#x2005;m<sup>3</sup>/day.</p>
<fig id="fig-6">
<label>Figure 6</label>
<caption>
<title>Original water saturation on gas production curve</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-6.png"/>
</fig><fig id="fig-7">
<label>Figure 7</label>
<caption>
<title>Original water saturation influence curve on gas production</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-7.png"/>
</fig>
</sec>
<sec id="s4_2">
<label>4.2</label>
<title>Effect of Matrix Permeability</title>
<p>The effect of matrix permeability on the production of fractured horizontal wells in tight gas reservoirs is investigated. In this paper, while keeping the basic parameters of the conceptual model unchanged, only the matrix permeability parameters were changed. The matrix permeability was set to 0.0001, 0.001, 0.01 and 0.1&#x2005;mD to simulate the production dynamics of multi-stage fractured horizontal wells in tight gas reservoirs for 300 days.</p>
<p><xref ref-type="fig" rid="fig-8">Figs. 8</xref> and <xref ref-type="fig" rid="fig-9">9</xref> show the production dynamics of fractured horizontal wells in tight gas reservoirs under different matrix permeability conditions. <xref ref-type="fig" rid="fig-8">Figs. 8</xref> and <xref ref-type="fig" rid="fig-9">9</xref> show the effect of reservoir matrix permeability on production. With the increase of reservoir matrix permeability, daily gas and water production will increase significantly. The daily gas and water production curves corresponding to different matrix permeabilities are compared. It can also be found that the smaller the matrix permeability is, the less significant its effect size on the fractured horizontal wells in the matrix pore space of tight gas reservoirs. This is mainly because when the reservoir matrix permeability is too small, the flow of tight gas in the matrix pore space is complicated. This makes the matrix contribution to production smaller.</p>
<fig id="fig-8">
<label>Figure 8</label>
<caption>
<title>Influence curve of reservoir matrix permeability on gas production</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-8.png"/>
</fig><fig id="fig-9">
<label>Figure 9</label>
<caption>
<title>Influence curve of reservoir matrix permeability on water production</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-9.png"/>
</fig>
</sec>
<sec id="s4_3">
<label>4.3</label>
<title>Effect of Fracture Conductivity</title>
<p>Fracture conductivity (Fcd) is an important parameter in fracturing construction. It is defined as the product of artificial fracture closure and artificial fracture permeability. It is mainly influenced by proppant type, fracture closure pressure, and fluid properties. To investigate the effect of artificial fracture inflow on the production of fractured horizontal wells in tight gas reservoirs. In this paper, while keeping the basic parameters of the conceptual model unchanged, only the parameter of artificial fracture inflow is changed. In this paper, the production dynamics of a multi-stage fractured horizontal well in a tight gas reservoir are simulated for 300 days under different artificial fracture inflow capacities. The specific scenario is to set the inflow capacity to 1, 5, 20, and 30&#x2005;D&#x22C5;cm.</p>
<p>From <xref ref-type="fig" rid="fig-10">Figs. 10</xref> and <xref ref-type="fig" rid="fig-11">11</xref>, the daily gas production and daily water production of fractured horizontal wells in tight gas reservoirs increase with the increase of artificial fracture inflow. Specifically, observe the cumulative production curve. It can be found that: the cumulative production increases less and less with the increase of fracturing inflow. When Fcd is 10&#x2005;D&#x22C5;cm and Fcd is 30&#x2005;D&#x22C5;cm, the cumulative production curves overlap. In addition, the decreasing rate of daily gas and water production still shows the characteristics of fast and then slow.</p>
<fig id="fig-10">
<label>Figure 10</label>
<caption>
<title>Influence curve of fracture inflow capacity on daily gas production</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-10.png"/>
</fig><fig id="fig-11">
<label>Figure 11</label>
<caption>
<title>Influence curve of fracture inflow capacity on daily water production</title></caption>
<graphic mimetype="image" mime-subtype="png" xlink:href="FDMP_23188-fig-11.png"/>
</fig>
</sec>
</sec>
<sec id="s5">
<label>5</label>
<title>Conclusion</title>
<p>Through the above research, the paper mainly draws the following conclusions:<list list-type="simple"><list-item><label>(1)</label>
<p>The mathematical model established in this paper considers the gas-slip effect of the matrix system, the stress sensitivity of the artificial fracture system, and the high-speed non-Darcy phenomenon. It can more accurately describe the dense gas flow characteristics in the production process. Compared with the commercial numerical simulation software CMG, the proposed method is more reliable and effective.</p></list-item><list-item><label>(2)</label>
<p>In this paper, the gas-water flow law is analyzed under different initial water saturation. The initial water saturation was set to 0.55, 0.65 and 0.75. The initial daily production rate decreased by 10.7&#x0025; and 29&#x0025;, respectively. It was found that the decrease in matrix permeability led to a reduction in both daily gas and daily water production. This paper also simulates the effect of different fracture permeability on its production. The production was found to decrease gradually with the increase of fracture permeability.</p></list-item><list-item><label>(3)</label>
<p>Although the seepage law of tight gas reservoirs is systematically considered in this paper. However, capillary force and gravity are not considered. It still has some limitations.</p></list-item></list></p>
</sec>
</body>
<back><fn-group>
<fn fn-type="other">
<p><bold>Data Availability Statements:</bold> The datasets generated during and analyzed during the current study are available from the corresponding author on reasonable request.</p>
</fn>
<fn fn-type="other">
<p><bold>Funding Statement:</bold> This work was supported by the China Postdoctoral Science Foundation (2021M702304) and Natural Science Foundation of Shandong Province (ZR2021QE260).</p>
</fn>
<fn fn-type="conflict">
<p><bold>Conflicts of Interest:</bold> The authors declare that they have no conflicts of interest to report regarding the present study.</p>
</fn>
</fn-group>
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