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<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Earth Sci.</journal-id>
<journal-title>Frontiers in Earth Science</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Earth Sci.</abbrev-journal-title>
<issn pub-type="epub">2296-6463</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">852381</article-id>
<article-id pub-id-type="doi">10.3389/feart.2022.852381</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Earth Science</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Investigating the Impacts of Nonuniform Proppant Distribution and Fracture Closure on Well Performance in Shale Gas Reservoirs</article-title>
<alt-title alt-title-type="left-running-head">Zhang et&#x20;al.</alt-title>
<alt-title alt-title-type="right-running-head">Impacts of Nonuniform Proppant Distribution</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Zhang</surname>
<given-names>Qiang</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Yan</surname>
<given-names>Xia</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
<uri xlink:href="https://loop.frontiersin.org/people/1631049/overview"/>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Wang</surname>
<given-names>Xiaoyu</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Feng</surname>
<given-names>Gaocheng</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Yao</surname>
<given-names>Weiying</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Yin</surname>
<given-names>Yanjun</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Zhang</surname>
<given-names>Kai</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
</contrib>
</contrib-group>
<aff id="aff1">
<sup>1</sup>
<institution>CNOOC EnerTech-Drilling and Production Co.</institution>, <addr-line>Tianjin</addr-line>, <country>China</country>
</aff>
<aff id="aff2">
<sup>2</sup>
<institution>School of Petroleum Engineering</institution>, <institution>China University of Petroleum (East China)</institution>, <addr-line>Qingdao</addr-line>, <country>China</country>
</aff>
<author-notes>
<fn fn-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1312539/overview">Jianlin Zhao</ext-link>, ETH Z&#xfc;rich, Switzerland</p>
</fn>
<fn fn-type="edited-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1631694/overview">Yanlong Li</ext-link>, Qingdao Institute of Marine Geology (QIMG), China</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1632687/overview">Qi ZHANG</ext-link>, Hong Kong Polytechnic University, Hong Kong, SAR China</p>
</fn>
<corresp id="c001">&#x2a;Correspondence: Xia Yan, <email>jsyanxia1989@163.com</email>; Xiaoyu Wang, <email>wxyupc@126.com</email>
</corresp>
<fn fn-type="other">
<p>This article was submitted to Economic Geology, a section of the journal Frontiers in Earth Science</p>
</fn>
</author-notes>
<pub-date pub-type="epub">
<day>11</day>
<month>03</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="collection">
<year>2022</year>
</pub-date>
<volume>10</volume>
<elocation-id>852381</elocation-id>
<history>
<date date-type="received">
<day>11</day>
<month>01</month>
<year>2022</year>
</date>
<date date-type="accepted">
<day>14</day>
<month>02</month>
<year>2022</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2022 Zhang, Yan, Wang, Feng, Yao, Yin and Zhang.</copyright-statement>
<copyright-year>2022</copyright-year>
<copyright-holder>Zhang, Yan, Wang, Feng, Yao, Yin and Zhang</copyright-holder>
<license xlink:href="http://creativecommons.org/licenses/by/4.0/">
<p>This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these&#x20;terms.</p>
</license>
</permissions>
<abstract>
<p>The nonuniform distribution of proppant in hydraulic fractures is an essential factor determining the accuracy of well performance evaluation in shale gas reservoirs. In particular, unpropped and propped parts hold distinct closure behavior. To study the impacts of distinct closure behavior between unpropped and propped parts in fracture on gas production, we combine the proppant transport simulation and the 3D hydromechanical coupling simulation. This study quantitatively indicates the significant effects of nonuniform proppant distribution and fracture closure on well performance in shale gas reservoirs. By comparing the well performances with three kinds of typical proppant distribution at the same injection volume, the distribution accumulating near the wellbore is recommended as it can reduce the impact of unpropped fracture and exploit more gas. In addition, the cases with higher natural fracture permeability are found to have less difference in the well performance with different proppant coverages. Therefore, the impacts of nonuniform proppant distribution and fracture closure on well performance in shale gas reservoirs should be investigated comprehensively.</p>
</abstract>
<kwd-group>
<kwd>nonuniform proppant distribution</kwd>
<kwd>fracture closure</kwd>
<kwd>hydromechanical coupling</kwd>
<kwd>shale gas</kwd>
<kwd>numerical simulation</kwd>
</kwd-group>
<contract-num rid="cn001">52004321 52034010</contract-num>
<contract-num rid="cn002">ZR2020QE116</contract-num>
<contract-num rid="cn003">20CX06025A 21CX06031A YCX2021033</contract-num>
<contract-sponsor id="cn001">National Natural Science Foundation of China<named-content content-type="fundref-id">10.13039/501100001809</named-content>
</contract-sponsor>
<contract-sponsor id="cn002">Natural Science Foundation of Shandong Province<named-content content-type="fundref-id">10.13039/501100007129</named-content>
</contract-sponsor>
<contract-sponsor id="cn003">Fundamental Research Funds for the Central Universities<named-content content-type="fundref-id">10.13039/501100012226</named-content>
</contract-sponsor>
</article-meta>
</front>
<body>
<sec id="s1">
<title>Introduction</title>
<p>Hydraulic fracturing has been a key technology for the economic exploitation of shale resources (<xref ref-type="bibr" rid="B13">Longlong, 2014</xref>; <xref ref-type="bibr" rid="B34">Yang et&#x20;al., 2015</xref>; <xref ref-type="bibr" rid="B21">Song et&#x20;al., 2016</xref>; <xref ref-type="bibr" rid="B16">Moghadasi et&#x20;al., 2019</xref>; <xref ref-type="bibr" rid="B29">Yan, 2021</xref>). During the treatments of hydraulic fracturing, a great deal of slickwater and proppants is pumped to form hydraulic fractures in the shale formation. Within these hydraulic fractures, the proppant distribution is usually nonuniform, and the unpropped and propped parts hold distinct closure behavior (<xref ref-type="bibr" rid="B9">Li et&#x20;al., 2020</xref>; <xref ref-type="bibr" rid="B14">Manchanda, 2020</xref>; <xref ref-type="bibr" rid="B8">Li and Voskov, 2021</xref>). Meanwhile, the distinct closure behavior conversely results in different stress-related conductivity for the propped and unpropped regions, which has a great effect on gas transport (<xref ref-type="bibr" rid="B19">Shen et&#x20;al., 2019</xref>; <xref ref-type="bibr" rid="B10">Liu, 2020</xref>; <xref ref-type="bibr" rid="B33">Yan et&#x20;al., 2020</xref>). Therefore, the nonuniform proppant distribution and fracture closure should be considered for accurately evaluating the well performance in shale gas reservoirs.</p>
<p>Placement of injected proppant in the fracture is one of the key factors determining fracture flow capacity after hydraulic fracturing (<xref ref-type="bibr" rid="B10">Liu, 2020</xref>; <xref ref-type="bibr" rid="B33">Yan et&#x20;al., 2020</xref>). The mechanism of multiphase flow with proppant is relatively complex and needs to be further studied. Limitation of the formation environment makes direct monitoring of fracturing slurry flow impossible. Currently, a series of lab-scale experimental models built by transparent glass plates have been applied to search rules of sanding patterns (<xref ref-type="bibr" rid="B22">Tong and Mohanty, 2016</xref>; <xref ref-type="bibr" rid="B17">Ray, 2017</xref>; <xref ref-type="bibr" rid="B23">Tong et&#x20;al., 2018</xref>). This kind of laboratory-based research and analysis is difficult to be directly applied to oilfield scale prediction, and thus numerical simulation becomes a feasible choice. In addition, the type of Lagrangian-based simulation always processes particles or particle clusters into a single tracking object, which requires a huge amount of calculation and is very challenging to achieve large-scale simulation such as the so-called DDPM(<xref ref-type="bibr" rid="B4">Hu et&#x20;al., 2018</xref>), CFD-DEM (<xref ref-type="bibr" rid="B35">Zeng et&#x20;al., 2016</xref>; <xref ref-type="bibr" rid="B37">Zhang et&#x20;al., 2017</xref>; <xref ref-type="bibr" rid="B25">Wang et&#x20;al., 2019</xref>; <xref ref-type="bibr" rid="B43">Zhu et&#x20;al., 2019</xref>; <xref ref-type="bibr" rid="B44">Zhu et&#x20;al., 2020</xref>), and MP-PIC methods (<xref ref-type="bibr" rid="B36">Zeng et&#x20;al., 2019</xref>; <xref ref-type="bibr" rid="B15">Mao et&#x20;al., 2021</xref>). On the contrary, the Eulerian-based scheme is thought to be more efficient which treats the particle phase as one of the continuous phases. For example, many study results of proppant distribution in long fracture by the two-fluid model (TFM) (<xref ref-type="bibr" rid="B3">Han, 2016</xref>; <xref ref-type="bibr" rid="B5">Huang, 2017</xref>; <xref ref-type="bibr" rid="B26">Wen et&#x20;al., 2020</xref>) have been reported. To simulate the proppant flow in a fracture of 100&#xa0;m long and 20&#xa0;m high, the Eulerian granular model is&#x20;used.</p>
<p>A number of reported studies, which investigated the impacts of proppant distribution and fracture closure on the well performance in shale gas reservoirs, are summarized as follows: Sierra et&#x20;al.(<xref ref-type="bibr" rid="B20">Sierra et&#x20;al., 2014</xref>) and Cipolla et&#x20;al. (<xref ref-type="bibr" rid="B2">Cipolla et&#x20;al., 2009</xref>; <xref ref-type="bibr" rid="B1">Cipolla et&#x20;al., 2010</xref>) investigated the effects of the high-conductivity arch, unpropped fracture conductivity, and proppant distribution on gas production; however, they did not consider the fracture closure. Lee et&#x20;al. (<xref ref-type="bibr" rid="B7">Lee et&#x20;al., 2016</xref>) proposed the numerical model incorporating fracture closure to study the influence of proppant distribution in fracture on cumulative gas production. Liu et&#x20;al.(<xref ref-type="bibr" rid="B11">Liu et&#x20;al., 2018</xref>; <xref ref-type="bibr" rid="B12">Liu et&#x20;al., 2019</xref>) studied the effects of fracture closure and proppant distribution on water flowback and gas production by using geomechanical simulation and flow simulation separately. Mao et&#x20;al. (<xref ref-type="bibr" rid="B15">Mao et&#x20;al., 2021</xref>) developed a MP-PIC-EDFM coupling system to evaluate the impact of proppant pumping schedules on gas production. However, their study is mainly focused on the fluid flow aspect, and the geomechanical effects have not been considered in detail. Zhou et&#x20;al. (<xref ref-type="bibr" rid="B42">Zhou et&#x20;al., 2019</xref>) and Zheng et&#x20;al. (<xref ref-type="bibr" rid="B41">Zheng, 2019</xref>; <xref ref-type="bibr" rid="B40">Zheng et&#x20;al., 2020</xref>) conducted the hydromechanical coupling simulations to study the impacts of proppant distribution and closure of fracture on cumulative gas production, while they ignored the displacement discontinuity at hydraulic fractures, which is significant for the stress change around these fractures. Due to the geomechanical effects being considered by using the over-simplification method in these studies, Yan et&#x20;al. (<xref ref-type="bibr" rid="B33">Yan et&#x20;al., 2020</xref>) developed a fully coupled geomechanics and gas transport model, in which the displacement discontinuity was simulated by using the stabilized extended finite element method, to investigate the impacts of partially supported fracture closure on well performance in shale gas reservoirs. However, the nonuniform proppant distribution is artificial in their study. In this study, the proppant transport simulation will be carried out to provide a more reliable nonuniform proppant distribution, and then the influence of proppant distribution patterns and fracture closure on well performance will be studied by using the fully coupled geomechanics and gas transport&#x20;model.</p>
<p>This article is structured as follows: the numerical models for proppant transport and gas production are illustrated in <xref ref-type="sec" rid="s2">Section 2</xref>; the impacts of proppant distribution patterns and fracture closure on gas production performance are analyzed in <xref ref-type="sec" rid="s3">Section 3</xref>; in <xref ref-type="sec" rid="s4">Section 4</xref>, some conclusions are provided.</p>
</sec>
<sec sec-type="methods" id="s2">
<title>Methodology</title>
<p>The schematic workflow for studying the impacts of nonuniform proppant distribution and fracture closure on shale gas production includes two procedures: proppant transport simulation and hydromechanical coupling simulation, as shown in <xref ref-type="fig" rid="F1">Figure&#x20;1</xref>. First, we use the Eulerian granular model (<xref ref-type="bibr" rid="B3">Han, 2016</xref>) (EGM) to simulate the proppant transport and obtain its nonuniform distribution in hydraulic fractures. Then, we conduct the hydromechanical coupling simulation to find the impacts of fracture closure and nonuniform proppant displacement on well performance in a 3D shale reservoir.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Schematic workflow for studying the impacts of heterogenous proppant distribution and fracture closure on shale gas production.</p>
</caption>
<graphic xlink:href="feart-10-852381-g001.tif"/>
</fig>
<sec id="s2-1">
<title>Proppant Transport Simulation</title>
<p>The proppant transport simulations are conducted based on the EGM, and the main model details are described as follows: the main phase in the EGM is the fluid phase and shares the same single pressure as the other solid phase. All the phases are treated as continuous, and the phase volume fraction is used to distinguish the computational region taken by various phases.</p>
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</inline-formula> is solid phase&#x2019;s pressure.</p>
<p>Please note that the mass conservation and momentum balance equations of each phase are solved separately and then coupled with the mass and momentum exchange coefficients (<xref ref-type="bibr" rid="B3">Han, 2016</xref>). The numerical simulations are conducted by using ANSYS Fluent software. The reliability and accuracy of EGM have been verified by comparing it with experimental results in our previously published work (<xref ref-type="bibr" rid="B24">Wang, 2021</xref>). The proppant distribution results obtained by numerical simulation agree well with experimental results in the work of Tong, S. et&#x20;al. (<xref ref-type="bibr" rid="B22">Tong and Mohanty, 2016</xref>).</p>
</sec>
<sec id="s2-2">
<title>Hydromechanical Coupling Simulation</title>
<p>
<xref ref-type="fig" rid="F2">Figure&#x20;2</xref> shows the schematic of a typical shale gas reservoir, which consists of two sections. The darker section indicates the stimulated reservoir volume (SRV) including hydraulic fractures and natural fractures, while the other section outside the SRV contains few fractures. Therefore, the hybrid model (<xref ref-type="bibr" rid="B28">Yan, 2018</xref>; <xref ref-type="bibr" rid="B31">Yan et&#x20;al., 2018</xref>) consisting of the embedded discrete fracture model, multiple porosity model, and single porosity model (<xref ref-type="bibr" rid="B30">Yan et&#x20;al., 2016</xref>; <xref ref-type="bibr" rid="B32">Yan et&#x20;al., 2019</xref>) will be used to evaluate the gas well performance.</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Schematic diagram of a typical shale gas reservoir.</p>
</caption>
<graphic xlink:href="feart-10-852381-g002.tif"/>
</fig>
<p>To reduce the simulation complexity and clearly investigate the effects of nonuniform proppant distribution and fracture closure on gas production, the single-phase gas model considering adsorption/desorption and Klinkenberg effects is applied to describe the gas transport in shale reservoirs (<xref ref-type="bibr" rid="B33">Yan et&#x20;al., 2020</xref>), and its mass conservation equation is<disp-formula id="e4">
<mml:math id="m18">
<mml:mrow>
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<mml:mi>m</mml:mi>
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<mml:mi mathvariant="normal">d</mml:mi>
<mml:mi mathvariant="normal">&#x3a9;</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mstyle displaystyle="true">
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<mml:msub>
<mml:mo>&#x222b;</mml:mo>
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<mml:mi>&#x3c1;</mml:mi>
<mml:mi mathvariant="normal">g</mml:mi>
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<mml:mfrac>
<mml:mi>k</mml:mi>
<mml:mi>&#x3bc;</mml:mi>
</mml:mfrac>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:mfrac>
<mml:mi>b</mml:mi>
<mml:mi>p</mml:mi>
</mml:mfrac>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mo>&#x2207;</mml:mo>
<mml:mi>p</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mi mathvariant="normal">g</mml:mi>
</mml:msub>
<mml:mi mathvariant="normal">g</mml:mi>
<mml:mo>&#x2207;</mml:mo>
<mml:mi>D</mml:mi>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mo>]</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:mstyle>
<mml:mo>&#x22c5;</mml:mo>
<mml:mi mathvariant="bold-italic">n</mml:mi>
<mml:mi mathvariant="normal">d</mml:mi>
<mml:mi mathvariant="normal">&#x393;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mstyle displaystyle="true">
<mml:mrow>
<mml:msub>
<mml:mo>&#x222b;</mml:mo>
<mml:mi mathvariant="normal">&#x3a9;</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mi>q</mml:mi>
<mml:mi mathvariant="normal">d</mml:mi>
<mml:mi mathvariant="normal">&#x3a9;</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mstyle>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
<label>(4)</label>
</disp-formula>where <italic>&#x3d5;</italic> is the Lagrange porosity, in which the influences of fluid pressure and effective stress on pore deformation are fully considered (<xref ref-type="bibr" rid="B28">Yan, 2018</xref>), <italic>&#x3c1;</italic>
<sub>g</sub> represents gas density, <italic>m</italic> denotes the adsorption/desorption term, which is only for the shale matrix and could be calculated with the Langmuir&#x2019;s isotherm (<xref ref-type="bibr" rid="B6">Langmuir, 1917</xref>), <italic>k</italic> indicates the absolute permeability, <italic>&#xb5;</italic> represents gas viscosity, <italic>b</italic> is the Klinkenberg coefficient incorporating gas-slippage effect (<xref ref-type="bibr" rid="B27">Wu et&#x20;al., 2014</xref>), <italic>p</italic> indicates gas pressure; g and <italic>D</italic> represent gravity acceleration and depth, respectively, <bold>
<italic>n</italic>
</bold> is the normal vector of boundary &#x413;, and <italic>q</italic> is the sink/source term on domain &#x3a9;.</p>
<p>The quasi-static geomechanics model (<xref ref-type="bibr" rid="B18">Shao, 2021</xref>; <xref ref-type="bibr" rid="B38">Zhang, 2021</xref>; <xref ref-type="bibr" rid="B39">Zhang et&#x20;al., 2021</xref>) considering displacement discontinuity is used to describe the reservoir deformation and fracture closure, and its governing equation is<disp-formula id="e5">
<mml:math id="m19">
<mml:mrow>
<mml:mo>&#x2207;</mml:mo>
<mml:mo>&#x22c5;</mml:mo>
<mml:mi>&#x3c3;</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi mathvariant="bold-italic">b</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
<label>(5)</label>
</disp-formula>where <bold>
<italic>b</italic>
</bold> indicates the body force vector, and with the sign convention (i.e.,&#x20;negative for compression and positive for tension), the total stress tensor <bold>
<italic>&#x3c3;</italic>
</bold> of the hybrid model is written as (<xref ref-type="bibr" rid="B33">Yan et&#x20;al., 2020</xref>):<disp-formula id="e6">
<mml:math id="m20">
<mml:mrow>
<mml:mi>&#x3c3;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mo>{</mml:mo>
<mml:mtable columnalign="left">
<mml:mtr>
<mml:mtd>
<mml:mi mathvariant="bold-italic">C</mml:mi>
<mml:mi>&#x3b5;</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>p</mml:mi>
<mml:mi mathvariant="bold">I</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi mathvariant="normal">o</mml:mi>
<mml:mi mathvariant="normal">u</mml:mi>
<mml:mi mathvariant="normal">t</mml:mi>
<mml:mi mathvariant="normal">s</mml:mi>
<mml:mi mathvariant="normal">i</mml:mi>
<mml:mi mathvariant="normal">d</mml:mi>
<mml:mi mathvariant="normal">e</mml:mi>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:mi mathvariant="normal">t</mml:mi>
<mml:mi mathvariant="normal">h</mml:mi>
<mml:mi mathvariant="normal">e</mml:mi>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:mi mathvariant="normal">S</mml:mi>
<mml:mi mathvariant="normal">R</mml:mi>
<mml:mi mathvariant="normal">V</mml:mi>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi mathvariant="bold-italic">C</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">u</mml:mi>
<mml:mi mathvariant="normal">p</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mi>&#x3b5;</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mstyle displaystyle="true">
<mml:msub>
<mml:mo>&#x2211;</mml:mo>
<mml:mi>l</mml:mi>
</mml:msub>
<mml:mrow>
<mml:msub>
<mml:mi>K</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">d</mml:mi>
<mml:mi mathvariant="normal">r</mml:mi>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mi>b</mml:mi>
<mml:mi>l</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mstyle>
<mml:msub>
<mml:mi>p</mml:mi>
<mml:mi>l</mml:mi>
</mml:msub>
<mml:mi mathvariant="bold">I</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi mathvariant="normal">i</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:mi mathvariant="normal">t</mml:mi>
<mml:mi mathvariant="normal">h</mml:mi>
<mml:mi mathvariant="normal">e</mml:mi>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:mi mathvariant="normal">S</mml:mi>
<mml:mi mathvariant="normal">R</mml:mi>
<mml:mi mathvariant="normal">V</mml:mi>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
<label>(6)</label>
</disp-formula>where <bold>
<italic>C</italic>
</bold> and <italic>&#x3b1;</italic> denote the elasticity tensor and Biot coefficient for single porosity model, respectively, <bold>I</bold> indicates the unit tensor, <bold>
<italic>C</italic>
</bold>
<sub>up</sub>, <italic>K</italic>
<sub>dr</sub>, and <italic>b</italic>
<sub>
<italic>l</italic>
</sub> denote the upscaled elasticity tensor, drained bulk modulus, and the coupling parameter for the multiple porosity model (<xref ref-type="bibr" rid="B28">Yan, 2018</xref>). The small deformation assumption is adopted here, and thus the strain tensor <bold>
<italic>&#x3b5;</italic>
</bold> can be written as:<disp-formula id="e7">
<mml:math id="m21">
<mml:mrow>
<mml:mi>&#x3b5;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mn>1</mml:mn>
<mml:mn>2</mml:mn>
</mml:mfrac>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mo>&#x2207;</mml:mo>
<mml:mi mathvariant="bold-italic">u</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:msup>
<mml:mo>&#x2207;</mml:mo>
<mml:mi mathvariant="normal">T</mml:mi>
</mml:msup>
<mml:mi mathvariant="bold-italic">u</mml:mi>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
<label>(7)</label>
</disp-formula>where <bold>
<italic>u</italic>
</bold> indicates the displacement vector, <inline-formula id="inf15">
<mml:math id="m22">
<mml:mo>&#x2207;</mml:mo>
</mml:math>
</inline-formula> is a gradient operator, and superscript T indicates transpose.</p>
<p>The flow and geomechanics boundary conditions are<disp-formula id="e8">
<mml:math id="m23">
<mml:mtable columnalign="left">
<mml:mtr>
<mml:mtd>
<mml:mi mathvariant="bold-italic">v</mml:mi>
<mml:mo>&#x22c5;</mml:mo>
<mml:msub>
<mml:mi mathvariant="bold-italic">n</mml:mi>
<mml:mi>q</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mover accent="true">
<mml:mi mathvariant="bold-italic">q</mml:mi>
<mml:mo stretchy="true">&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
<mml:mi mathvariant="bold-italic">&#xa0;&#xa0;&#xa0;</mml:mi>
<mml:mi mathvariant="normal">o</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:msub>
<mml:mi mathvariant="normal">&#x393;</mml:mi>
<mml:mi>q</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:mi>p</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mover accent="true">
<mml:mi>p</mml:mi>
<mml:mo stretchy="true">&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:mi mathvariant="normal">o</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:msub>
<mml:mi mathvariant="normal">&#x393;</mml:mi>
<mml:mi>p</mml:mi>
</mml:msub>
<mml:mo>;</mml:mo>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mi>&#x3c3;</mml:mi>
<mml:mo>&#x22c5;</mml:mo>
<mml:msub>
<mml:mi mathvariant="bold-italic">n</mml:mi>
<mml:mi mathvariant="normal">t</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mover accent="true">
<mml:mi mathvariant="bold-italic">t</mml:mi>
<mml:mo stretchy="true">&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
<mml:mi mathvariant="bold-italic">&#xa0;&#xa0;&#xa0;</mml:mi>
<mml:mi mathvariant="normal">o</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:msub>
<mml:mi mathvariant="normal">&#x393;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:mi mathvariant="bold-italic">u</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mover accent="true">
<mml:mi mathvariant="bold-italic">u</mml:mi>
<mml:mo stretchy="true">&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:mi mathvariant="normal">o</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:msub>
<mml:mi mathvariant="normal">&#x393;</mml:mi>
<mml:mi>u</mml:mi>
</mml:msub>
<mml:mo>;</mml:mo>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mi>&#x3c3;</mml:mi>
<mml:mo>&#x22c5;</mml:mo>
<mml:msub>
<mml:mi mathvariant="bold-italic">n</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">H</mml:mi>
<mml:mi mathvariant="normal">F</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>p</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">H</mml:mi>
<mml:mi mathvariant="normal">F</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>p</mml:mi>
<mml:mi mathvariant="normal">s</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
<mml:mo>&#x22c5;</mml:mo>
<mml:msub>
<mml:mi mathvariant="bold-italic">n</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">H</mml:mi>
<mml:mi mathvariant="normal">F</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mi mathvariant="bold-italic">&#xa0;</mml:mi>
<mml:mi mathvariant="normal">o</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
<mml:mi mathvariant="normal">&#xa0;</mml:mi>
<mml:msub>
<mml:mi mathvariant="normal">&#x393;</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">H</mml:mi>
<mml:mi mathvariant="normal">F</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>,</mml:mo>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:math>
<label>(8)</label>
</disp-formula>where <bold>
<italic>v</italic>
</bold> indicates the gas flow rate; <inline-formula id="inf16">
<mml:math id="m24">
<mml:mrow>
<mml:mrow>
<mml:mover accent="true">
<mml:mi mathvariant="bold-italic">q</mml:mi>
<mml:mo stretchy="true">&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
<mml:mi mathvariant="bold-italic">&#xa0;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf17">
<mml:math id="m25">
<mml:mrow>
<mml:mover accent="true">
<mml:mi>p</mml:mi>
<mml:mo stretchy="true">&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</inline-formula> are the prescribed rate and pressure on the Neumann flow boundary &#x413;<sub>
<italic>q</italic>
</sub> and Dirichlet flow boundary &#x413;<sub>
<italic>p</italic>
</sub>, respectively; <inline-formula id="inf18">
<mml:math id="m26">
<mml:mrow>
<mml:mover accent="true">
<mml:mi mathvariant="bold-italic">t</mml:mi>
<mml:mo stretchy="true">&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf19">
<mml:math id="m27">
<mml:mrow>
<mml:mrow>
<mml:mover accent="true">
<mml:mi mathvariant="bold-italic">u</mml:mi>
<mml:mo stretchy="true">&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
<mml:mtext>&#x200a;</mml:mtext>
<mml:mtext>&#x200a;</mml:mtext>
</mml:mrow>
</mml:math>
</inline-formula> are the prescribed traction and displacement on the Neumann geomechanics boundary &#x413;<sub>
<italic>t</italic>
</sub> and Dirichlet geomechanics boundary &#x413;<sub>
<italic>u</italic>
</sub>, respectively; <italic>p</italic>
<sub>HF</sub> and <italic>p</italic>
<sub>s</sub> represent gas pressure and effective stress acting on the inner fracture boundary &#x413;<sub>HF</sub>; and <bold>
<italic>n</italic>
</bold>
<sub>
<italic>q</italic>
</sub>, <bold>
<italic>n</italic>
</bold>
<sub>
<italic>t</italic>
</sub>, and <bold>
<italic>n</italic>
</bold>
<sub>HF</sub> indicate the unit normal vectors to &#x413;<sub>
<italic>q</italic>
</sub>, &#x413;<sub>
<italic>t</italic>
</sub>, and &#x413;<sub>HF</sub>, respectively. The effective stress equation for propped fracture closure is (<xref ref-type="bibr" rid="B33">Yan et&#x20;al., 2020</xref>)<disp-formula id="e9">
<mml:math id="m28">
<mml:mrow>
<mml:msub>
<mml:mi>p</mml:mi>
<mml:mi mathvariant="normal">s</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mo>{</mml:mo>
<mml:mtable columnalign="left">
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi>f</mml:mi>
<mml:mi mathvariant="normal">s</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b5;</mml:mi>
<mml:mi mathvariant="normal">s</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>&#x3b5;</mml:mi>
<mml:mi mathvariant="normal">s</mml:mi>
</mml:msub>
<mml:mo>&#x3e;</mml:mo>
<mml:mn>0</mml:mn>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>&#x3b5;</mml:mi>
<mml:mi mathvariant="normal">s</mml:mi>
</mml:msub>
<mml:mo>&#x2264;</mml:mo>
<mml:mn>0</mml:mn>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
<label>(9)</label>
</disp-formula>where <italic>f</italic>
<sub>s</sub> denotes the general stress&#x2013;strain relationship of proppant compression, and <italic>&#x3b5;</italic>
<sub>s</sub> is the proppant normal strain. On the other hand, the effective stress equation for unpropped fracture closure is (<xref ref-type="bibr" rid="B33">Yan et&#x20;al., 2020</xref>)<disp-formula id="e10">
<mml:math id="m29">
<mml:mrow>
<mml:msub>
<mml:mi>p</mml:mi>
<mml:mi mathvariant="normal">s</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mo>{</mml:mo>
<mml:mtable columnalign="left">
<mml:mtr>
<mml:mtd>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>E</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
</mml:msub>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">HF</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">HF</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3c;</mml:mo>
<mml:mn>0</mml:mn>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">HF</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2265;</mml:mo>
<mml:mn>0</mml:mn>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
<label>(10)</label>
</disp-formula>where <italic>d</italic>
<sub>HF</sub> indicates current fracture aperture, and <italic>E</italic>
<sub>n</sub> is the normal penalty parameter. Note that <xref ref-type="disp-formula" rid="e10">Eq. (10)</xref> permits a small interpenetration for fracture faces because its value is infinitesimal.</p>
<p>As the properties of matrix and fractures are affected by reservoir deformation, the matrix&#x2019;s dynamic permeabilities (<italic>k</italic>
<sub>m</sub>), hydraulic fractures (<italic>k</italic>
<sub>HF</sub>), and natural fractures (<italic>k</italic>
<sub>f</sub>) are adopted here:<disp-formula id="e11">
<mml:math id="m30">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi mathvariant="normal">m</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">m0</mml:mi>
</mml:mrow>
</mml:msub>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3d5;</mml:mi>
<mml:mi mathvariant="normal">m</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3d5;</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">m0</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>3</mml:mn>
</mml:msup>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>&#x3d5;</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">m0</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>&#x3d5;</mml:mi>
<mml:mi mathvariant="normal">m</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>;</mml:mo>
</mml:mrow>
</mml:math>
<label>(11)</label>
</disp-formula>
<disp-formula id="e12">
<mml:math id="m31">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi mathvariant="normal">f</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">f0</mml:mi>
</mml:mrow>
</mml:msub>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>K</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">dr</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>K</mml:mi>
<mml:mi mathvariant="normal">f</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:msub>
<mml:mi>&#x3b5;</mml:mi>
<mml:mi mathvariant="normal">v</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>3</mml:mn>
</mml:msup>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>&#x3b5;</mml:mi>
<mml:mi mathvariant="normal">v</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msup>
<mml:mo>;</mml:mo>
</mml:mrow>
</mml:math>
<label>(12)</label>
</disp-formula>
<disp-formula id="e13">
<mml:math id="m32">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">HF</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mo>{</mml:mo>
<mml:mtable columnalign="left">
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi>f</mml:mi>
<mml:mi mathvariant="normal">k</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>p</mml:mi>
<mml:mi mathvariant="normal">s</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
<mml:mo>,</mml:mo>
<mml:mi mathvariant="normal">propped</mml:mi>
<mml:mtext>part</mml:mtext>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mrow>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mrow>
<mml:mi>H</mml:mi>
<mml:mi>F</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mrow>
<mml:mi>H</mml:mi>
<mml:mi>F</mml:mi>
<mml:mi>min</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mn>12</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi mathvariant="normal">unpropped</mml:mi>
<mml:mtext>part</mml:mtext>
</mml:mrow>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
<label>(13)</label>
</disp-formula>where subscripts m, f, HF, and 0 represent matrix, natural fracture, hydraulic fracture, and initial state, respectively; <italic>K</italic>
<sub>f</sub> is the drained bulk modulus for natural fracture; <italic>&#x3b5;</italic>
<sub>v</sub> indicates volumetric strain; <italic>f</italic>
<sub>k</sub> denotes the general relationship between effective stress and proppant permeability; and <italic>d</italic>
<sub>HFmin</sub> indicates the minimum hydraulic aperture of unpropped fracture.</p>
<p>The developed fully coupled gas transport and geomechanics model can be solved by using our in-house hydromechanical coupling simulator. In this simulator, the flow and geomechanics models are discretized through the stabilized extended finite element method and the finite volume method. The coupled model is solved utilizing a sequential implicit method. The detailed numerical procedure and model verification can be found in our previous studies (<xref ref-type="bibr" rid="B28">Yan, 2018</xref>; <xref ref-type="bibr" rid="B31">Yan et&#x20;al., 2018</xref>; <xref ref-type="bibr" rid="B32">Yan et&#x20;al., 2019</xref>; <xref ref-type="bibr" rid="B33">Yan et&#x20;al., 2020</xref>).</p>
</sec>
</sec>
<sec sec-type="results|discussion" id="s3">
<title>Results and Discussion</title>
<p>In this section, some numerical examples will be carried out to research the impacts of nonuniform proppant displacement and fracture closure on gas production performance. In the proppant transport simulation, the fixed time step (i.e.,&#x20;1&#xa0;s) is adopted to ensure that the moving distance of material in each step is the size of one or two grids, while the variable time step is used in the hydromechanical coupling simulation. We first set the initial time step and max time step, and then the time step would be reduced multiply, if the convergence solution cannot be obtained with the current time step. Conversely, if the convergence solution is obtained with the current time step, the next time step would be increased in multiples or kept the same. In addition, the time step cannot be over the max time step. In the following examples, the initial time step and max time step are 1&#xa0;s and 100&#xa0;days, respectively.</p>
<p>To reduce the computational costs, we only simulate one stage within a shale reservoir in 3D (<xref ref-type="fig" rid="F3">Figure&#x20;3A</xref>). A horizontal well as well as the proppant injector is set at the hydraulic fracture center. The outer flow boundary is closed. The two stresses (35&#xa0;MPa and 40&#xa0;MPa) in the horizontal direction and the overburden stress (30&#xa0;MPa) are applied on the back, right, and top boundaries, respectively. In addition, the roller constraint is applied to the other boundaries. <xref ref-type="table" rid="T1">Table&#x20;1</xref> gives the model parameters, and the stress-dependent normalized fracture conductivity and the stress&#x2013;strain curve for proppant compression are presented in <xref ref-type="fig" rid="F4">Figure&#x20;4</xref>. The geometry discretization of this model is plotted in <xref ref-type="fig" rid="F3">Figure&#x20;3B</xref>. Note that the surrounding formation is impermeable, and it is used to accurately consider geomechanical effects.</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>Schematic diagram of the 3D reservoir model <bold>(A)</bold> and its geometry discretization <bold>(B)</bold>.</p>
</caption>
<graphic xlink:href="feart-10-852381-g003.tif"/>
</fig>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>Model parameters used in shale gas production simulation.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">Name</th>
<th align="center">Value</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">SRV region size (red dashed line), m</td>
<td align="center">80 &#xd7; 200&#xd7;20</td>
</tr>
<tr>
<td align="left">Half-length and height of hydraulic fracture, m</td>
<td align="center">100.0, 20.0</td>
</tr>
<tr>
<td align="left">Fracture spacing and initial aperture of natural fracture, m</td>
<td align="center">1.0, 5.0E-6</td>
</tr>
<tr>
<td align="left">Initial permeabilities of matrix, natural fracture, and hydraulic fracture, mD</td>
<td align="center">2.0E-5, 0.01, 1.0E4</td>
</tr>
<tr>
<td align="left">Initial porosities of matrix, natural fracture, and hydraulic fracture</td>
<td align="center">0.05, 1.0, 0.5</td>
</tr>
<tr>
<td align="left">Minimum hydraulic aperture of unpropped fracture, m</td>
<td align="center">6.0E-6</td>
</tr>
<tr>
<td align="left">Volume fractions of matrix sub-gridblocks</td>
<td align="center">0.15, 0.21, 0.38, 0.26</td>
</tr>
<tr>
<td align="left">Young&#x2019;s modulus of matrix and natural fracture, GPa</td>
<td align="center">40.0, 0.05</td>
</tr>
<tr>
<td align="left">Poisson&#x2019;s ratios of matrix and natural fracture</td>
<td align="center">0.2, 0.2</td>
</tr>
<tr>
<td align="left">Intrinsic solid grain bulk modulus, GPa</td>
<td align="char" char=".">400.0</td>
</tr>
<tr>
<td align="left">Langmuir pressure, MPa</td>
<td align="char" char=".">4.0</td>
</tr>
<tr>
<td align="left">Langmuir volume, m<sup>3</sup>/kg</td>
<td align="char" char=".">0.018</td>
</tr>
<tr>
<td align="left">Initial pressure and bottomhole pressure, MPa</td>
<td align="center">25.0, 10.0</td>
</tr>
<tr>
<td align="left">Reservoir temperature, K</td>
<td align="char" char=".">343.15</td>
</tr>
<tr>
<td align="left">Rock density, kg/m<sup>3</sup>
</td>
<td align="char" char=".">2,850</td>
</tr>
<tr>
<td align="left">Well radius, m</td>
<td align="char" char=".">0.1</td>
</tr>
</tbody>
</table>
</table-wrap>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Stress-dependent normalized fracture conductivity <bold>(A)</bold> and the nonlinear stress&#x2013;strain for proppant compression <bold>(B)</bold> (<xref ref-type="bibr" rid="B33">Yan et&#x20;al., 2020</xref>).</p>
</caption>
<graphic xlink:href="feart-10-852381-g004.tif"/>
</fig>
<p>As concluded in our previous research (<xref ref-type="bibr" rid="B24">Wang, 2021</xref>), various proppant distributions can be obtained for different pumping schemes. For example, the proppant distributions are adjusted by controlling the fracturing fluid viscosity in this work. It should be noted that a similar effect can be achieved by altering other injection conditions. Overall, three representative distribution types are selected from a series of cases: proppants accumulate near the wellbore (Type 1), proppants transport to the location away from the wellbore (Type 2), and proppants screen out in fracture tip (Type 3), as shown in <xref ref-type="fig" rid="F5">Figure&#x20;5</xref>. With the same injection volumes, which distribution would have the best gas production is a valuable question. At first, we mimic the fracturing treatment with high pressure fluid (42&#xa0;MPa) within hydraulic fracture to obtain its initial aperture distribution. Then, the proppant transport simulation is conducted to form the proppant distribution within the hydraulic fracture, and the simulation parameters are summarized in <xref ref-type="table" rid="T2">Table&#x20;2</xref>.</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>Proppant distributions with different injection volumes, and the half-profiles are shown due to symmetry.</p>
</caption>
<graphic xlink:href="feart-10-852381-g005.tif"/>
</fig>
<table-wrap id="T2" position="float">
<label>TABLE 2</label>
<caption>
<p>Parameters used for proppant transport simulations.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">Name</th>
<th align="center">Value</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Fracturing fluid density, kg/m<sup>3</sup>
</td>
<td align="char" char=".">1,000.0</td>
</tr>
<tr>
<td align="left">Proppant density, kg/m<sup>3</sup>
</td>
<td align="char" char=".">2,650.0</td>
</tr>
<tr>
<td align="left">Proppant radius,&#x20;&#x3bc;m</td>
<td align="char" char=".">400.0</td>
</tr>
<tr>
<td align="left">Volume fraction of proppant</td>
<td align="char" char=".">0.1</td>
</tr>
<tr>
<td align="left">Injection rate, m<sup>3</sup>/min</td>
<td align="center">1.2E-4</td>
</tr>
<tr>
<td align="left">Fracturing fluid viscosity for Type 1, mPa&#xb7;s</td>
<td align="char" char=".">1.0</td>
</tr>
<tr>
<td align="left">Fracturing fluid viscosity for Type 2, mPa&#xb7;s</td>
<td align="char" char=".">5.0</td>
</tr>
<tr>
<td align="left">Fracturing fluid viscosity for Type 3, mPa&#xb7;s</td>
<td align="char" char=".">10.0</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>The proppant distributions with different injection volumes (proppant coverage, the ratio of the propped fracture area to the total fracture area) are shown in <xref ref-type="fig" rid="F5">Figure&#x20;5</xref>. The comparisons of conductivity distribution, <italic>&#x3c3;</italic>
<sub>
<italic>xx</italic>
</sub> distribution (only the reservoir part), and cumulative gas among various cases after 10&#x20;years are compared in <xref ref-type="fig" rid="F6">Figures 6</xref>&#x2013;<xref ref-type="fig" rid="F8">8</xref>, respectively. First, we can find that the conductivity of the supported fracture area is significantly higher than that of the unpropped part, while the highest conductivity is located at the interface between propped and unpropped parts because there is a high conductivity arch at the interface as the result of different closure behaviors for propped and unpropped parts. We can also find that <italic>&#x3c3;</italic>
<sub>xx</sub> around the part supported by the proppant is higher than that of the unpropped area. Because the part supported by the proppant is stiffer than the unpropped part, which can resist higher closing. From <xref ref-type="fig" rid="F8">Figure&#x20;8</xref>, it can be concluded that Type 1 has the best gas production as its cumulative gas is the highest for all injection volumes. On the contrary, Type 3 has the worst gas production because the wellbore cannot be effectively supported in this type. Another interesting observation is that <italic>&#x3c3;</italic>
<sub>xx</sub> of the reservoir part decreases as the cumulative gas increases. Because when pressure decreases in the reservoir part, the region outside of the reservoir part suffers higher stress to support the boundary&#x20;force.</p>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>Comparison of the conductivity map after 10&#xa0;years between cases with various proppant distributions, lg (<italic>k</italic>
<sub>HF</sub>&#xb7;<italic>d</italic>
<sub>HF</sub>/md-m).</p>
</caption>
<graphic xlink:href="feart-10-852381-g006.tif"/>
</fig>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>Comparison of <italic>&#x3c3;</italic>
<sub>xx</sub> distribution after 10&#xa0;years between cases with various proppant distributions. The profiles are shown in three layers (top, middle, and bottom), and the <italic>z</italic> length is shown nine times of the actual size for clarity. <bold>(A)</bold> Type 1 with proppant coverage: 23.66% (left), 47.31% (middle), and 70.97% (right), MPa. <bold>(B)</bold> Type 2 with proppant coverage: 23.66% (left), 47.31% (middle), and 70.97% (right), MPa. <bold>(C)</bold> Type 3 with proppant coverage: 23.66% (left), 47.31% (middle), and 70.97% (right), MPa.</p>
</caption>
<graphic xlink:href="feart-10-852381-g007.tif"/>
</fig>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>Comparison of cumulative gas after 10&#xa0;years between cases with various proppant displacements.</p>
</caption>
<graphic xlink:href="feart-10-852381-g008.tif"/>
</fig>
<p>In addition, to illustrate the sensitivity of gas production to the conductivity of unpropped fracture, three conductivities (0.018-m, 0.090-m, and 0.180-m) are applied for unpropped fracture. <xref ref-type="table" rid="T3">Table&#x20;3</xref> lists the cumulative gas for different cases after 10&#xa0;years. It indicates that gas production correlates positively with the conductivity of unpropped fracture, especially the gas production of the distribution type, in which the wellbore cannot be effectively supported, is the most affected. As the conductivity of unpropped fracture is usually low and difficult to improve, the completion design should strive to form Type 1 proppant distribution to reduce the impact of unpropped fracture and exploit more gas with the same proppant injection volume.</p>
<table-wrap id="T3" position="float">
<label>TABLE 3</label>
<caption>
<p>Cumulative gas for different cases after 10&#xa0;years.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th rowspan="3" align="left"/>
<th colspan="9" align="center">Cumulative gas, 10<sup>6</sup>m<sup>3</sup>
</th>
</tr>
<tr>
<th colspan="3" align="center">Type 1</th>
<th colspan="3" align="center">Type 2</th>
<th colspan="3" align="center">Type 3</th>
</tr>
<tr>
<th align="center">23.66%</th>
<th align="center">47.31%</th>
<th align="center">70.97%</th>
<th align="center">23.66%</th>
<th align="center">47.31%</th>
<th align="center">70.97%</th>
<th align="center">23.66%</th>
<th align="center">47.31%</th>
<th align="center">70.97%</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">0.018&#x20;md-m</td>
<td align="char" char=".">6.47</td>
<td align="char" char=".">7.07</td>
<td align="char" char=".">7.35</td>
<td align="char" char=".">1.75</td>
<td align="char" char=".">6.85</td>
<td align="char" char=".">7.00</td>
<td align="char" char=".">1.69</td>
<td align="char" char=".">1.73</td>
<td align="char" char=".">1.76</td>
</tr>
<tr>
<td align="left">0.090&#x20;md-m</td>
<td align="char" char=".">6.65</td>
<td align="char" char=".">7.15</td>
<td align="char" char=".">7.37</td>
<td align="char" char=".">3.77</td>
<td align="char" char=".">6.93</td>
<td align="char" char=".">7.06</td>
<td align="char" char=".">3.64</td>
<td align="char" char=".">3.76</td>
<td align="char" char=".">3.81</td>
</tr>
<tr>
<td align="left">0.180&#x20;md-m</td>
<td align="char" char=".">6.79</td>
<td align="char" char=".">7.21</td>
<td align="char" char=".">7.38</td>
<td align="char" char=".">4.86</td>
<td align="char" char=".">7.00</td>
<td align="char" char=".">7.11</td>
<td align="char" char=".">4.72</td>
<td align="char" char=".">4.90</td>
<td align="char" char=".">4.92</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>Last, we study the influence of proppant coverage for Type 1 on gas production under different natural fracture permeability (0.001&#xa0;mD, 0.01&#xa0;mD, and 0.1&#xa0;mD). <xref ref-type="fig" rid="F9">Figure&#x20;9</xref> shows the comparison of cumulative gas between different cases after 10&#x20;years. We can see that cumulative gas increases as the proppant covered coverage increases under different natural fracture permeability; however, the increase of cumulative gas caused by covered coverage increasing is negligible when natural fracture permeability is high enough. Therefore, the proppant covered coverage in the hydraulic fracture can be appropriately reduced by increasing natural fracture permeability.</p>
<fig id="F9" position="float">
<label>FIGURE 9</label>
<caption>
<p>Comparison of cumulative gas between different cases after 10&#xa0;years.</p>
</caption>
<graphic xlink:href="feart-10-852381-g009.tif"/>
</fig>
</sec>
<sec sec-type="conclusion" id="s4">
<title>Conclusion</title>
<p>In this work, the gas production in shale reservoirs considering nonuniform proppant distribution and fracture closure is studied by combing proppant transport simulation and hydromechanical coupling simulation. Specifically, we use the EGM to simulate the proppant transport and obtain its nonuniform distribution in hydraulic fractures, and then we conduct the hydromechanical coupling simulation to simulate the impacts of nonuniform proppant distribution and fracture closure on gas production performance in a 3D shale reservoir. The following insights are obtained: 1) the nonuniform proppant distribution and fracture closure have a significant influence on gas production performance; 2) Type 1 proppant distribution is recommended as it can reduce the impact of unpropped fracture and exploit more gas with the same proppant injection volume; 3) higher natural fracture permeability leads to less impact of proppant coverage on gas production. Therefore, the nonuniform proppant distribution and fracture closure should be considered for accurately evaluating the well performance in shale gas reservoirs. As there is no limit to fracture number and fracture pattern in the proposed method, the large-scale implementation with a complex fracture pattern will be realized in our future&#x20;study.</p>
</sec>
</body>
<back>
<sec id="s5">
<title>Data Availability Statement</title>
<p>The raw data supporting the conclusion of this article will be made available by the authors, without undue reservation.</p>
</sec>
<sec id="s6">
<title>Author Contributions</title>
<p>XY and XW: conceptualization; QZ, XY, and XW: methodology; QZ: software; XY and QZ: validation; GF: formal analysis; WY: investigation; YY: resources; QZ: data curation; XY and QZ: writing&#x2014;original draft preparation; KZ: writing&#x2014;review and editing; QZ: visualization; XY: supervision; WY: project administration; YY: funding acquisition. All authors have read and agreed to the published version of the manuscript.</p>
</sec>
<sec id="s7">
<title>Funding</title>
<p>This work was supported by the National Natural Science Foundation of China (52004321 and 52034010), Natural Science Foundation of Shandong Province, China (ZR2020QE116), and Fundamental Research Funds for the Central Universities (20CX06025A, 21CX06031A, and YCX2021033).</p>
</sec>
<sec sec-type="COI-statement" id="s8">
<title>Conflict of Interest</title>
<p>Authors QZ, GF, WY, and YY are employed by CNOOC EnerTech-Drilling and Production&#x20;Co.</p>
<p>The remaining authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec sec-type="disclaimer" id="s9">
<title>Publisher&#x2019;s Note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors, and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
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