Advances in Water Resources最新文献

{"title":"Impact of mineral reactions and surface complexation on the transport of dissolved species in a subterranean estuary: Application of a comprehensive reactive transport modeling approach","authors":"Stephan L. Seibert ,&nbsp;Gudrun Massmann ,&nbsp;Rena Meyer ,&nbsp;Vincent E.A. Post ,&nbsp;Janek Greskowiak","doi":"10.1016/j.advwatres.2024.104763","DOIUrl":"https://doi.org/10.1016/j.advwatres.2024.104763","url":null,"abstract":"<div><p>Subterranean estuaries (STE) are hotspots of biogeochemical reactions. Here, dissolved constituents in waters of terrestrial and marine origin are transformed before they discharge to the coastal oceans. The involved biogeochemical reactions are complex and non-linear, calling for the application of numerical reactive transport modeling (RTM) to improve the process understanding. The aim of this study was to assess the roles of organic matter degradation and coupled secondary mineral reactions for the fate of dissolved species in STEs of sandy beaches. A comprehensive RTM approach was applied for this purpose, accounting for the effects of ion activities, pH, pe, redox reactions, mineral equilibria (calcite, goethite, siderite, iron sulfide, hydroxyapatite and vivianite) as well as surface complexation. Results show that the STE biogeochemistry and associated species fluxes are very sensitive to the assumed reaction network. For example, inorganic carbon and pH were largely controlled by calcite and siderite dynamics, and dissolved Fe²⁺ and HS^- were precipitated as goethite, siderite and/or iron sulfides. Moreover, PO₄^3- concentrations were affected by both the formation of vivianite or hydroxyapatite as well as surface complexation. This work helped to establish the relative importance of some of the major biogeochemical processes in the STE. However, further field studies are needed to understand which processes play a role in real-world STEs, including an exploration of the deep subsurface of STEs. Such field-based observations will improve our conceptual process understanding, which is key to developing well-constrained RTMs.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"191 ","pages":"Article 104763"},"PeriodicalIF":4.0,"publicationDate":"2024-06-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0309170824001507/pdfft?md5=982b018e0dbbd5aca36600340726d4ef&pid=1-s2.0-S0309170824001507-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141593663","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Enforcing global constraints for the dispersion closure problem: τ2-SIMPLE algorithm","authors":"Ross M. Weber,&nbsp;Bowen Ling ,&nbsp;Ilenia Battiato","doi":"10.1016/j.advwatres.2024.104759","DOIUrl":"https://doi.org/10.1016/j.advwatres.2024.104759","url":null,"abstract":"<div><p>Permeability and effective dispersion tensors are critical parameters to characterize flow and transport in porous media at the continuum scale. Homogenization theory defines a framework in which such effective properties are first computed from solving a closure problem in a repeating unit cell of the periodic microstructure and then used in a macroscopic formulation for efficient computation. The closure problem is formulated as a local boundary value problem subjected to global constraints, which guarantee the uniqueness of the solution and can be difficult to satisfy for complex geometries and at high flow conditions. These constraints also ensure that pore-scale pressure, velocity, and concentration fields can be accurately reconstructed from the closure variable. Building on previous work, here we present a framework that allows to satisfy global constraints associated to both the permeability and the dispersion closure problems by introducing two artificial time scales. The algorithm, called <span><math><msup><mrow><mi>τ</mi></mrow><mrow><mn>2</mn></mrow></msup></math></span>-SIMPLE, computes both permeability and effective dispersion given an arbitrarily complex geometry and flow condition. This algorithm is demonstrated to be accurate for both 2D and 3D geometries across varying flow conditions, and thus it can be used to quickly characterize effective properties from porous media images in many applications.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"191 ","pages":"Article 104759"},"PeriodicalIF":4.0,"publicationDate":"2024-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141593631","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Robust well-balanced method with flow resistance terms for accurate wetting and drying modeling in shallow water simulations","authors":"Lingjiang Lu ,&nbsp;Yongcan Chen ,&nbsp;Manjie Li ,&nbsp;Hong Zhang ,&nbsp;Zhaowei Liu","doi":"10.1016/j.advwatres.2024.104760","DOIUrl":"https://doi.org/10.1016/j.advwatres.2024.104760","url":null,"abstract":"<div><p>Hydrodynamic simulations in shallow water environments require careful consideration of the Wetting and Drying (WD) processes, which poses challenges to accurately modeling moving boundaries. This study introduces a novel method called the flow resistance method (FRM), which builds upon the foundation of the Negative-Depth Method (NDM) to tackle the intricacies of the moving boundary problem. Inspired by the Navier-Stokes/Brinkman (NSB) model from porous media theory, FRM incorporates a continuous function related to additional flow resistance that is proportional to the flow velocity. This approach facilitates a seamless transition between the exposed bed and fluid area wherein the additional flow resistance becomes 0 within the fluid area and approaches infinity in the exposed bed. Consequently, FRM adeptly and implicitly manages the moving boundary problem, causing a rapid decay of flow velocity to 0 in the exposed bed. In order to test the performance of FRM, four typical numerical experiments were conducted, along with an examination of a real-life case. Accuracy, robustness, and computational efficiency were assessed as key performance indicators. The simulations demonstrate that FRM adeptly tracks the moving water front, yielding precise results. Furthermore, when compared to established methods such as the Element Removal Method (ERM) and NDM, FRM exhibits broader applicability and achieves significant enhancements in the key performance indicators. These findings underscore the promising potential and broad applications of FRM in the field.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"191 ","pages":"Article 104760"},"PeriodicalIF":4.0,"publicationDate":"2024-06-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141541911","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Pore-scale simulation of H2-brine system relevant for underground hydrogen storage: A lattice Boltzmann investigation","authors":"Yuhang Wang ,&nbsp;Thejas Hulikal Chakrapani ,&nbsp;Zhang Wen ,&nbsp;Hadi Hajibeygi","doi":"10.1016/j.advwatres.2024.104756","DOIUrl":"10.1016/j.advwatres.2024.104756","url":null,"abstract":"<div><p>Underground hydrogen (H<span><math><msub><mrow></mrow><mrow><mn>2</mn></mrow></msub></math></span>) storage in saline aquifers is a viable solution for large-scale H<span><math><msub><mrow></mrow><mrow><mn>2</mn></mrow></msub></math></span> storage. Due to its remarkably low viscosity and density, the flow of H<span><math><msub><mrow></mrow><mrow><mn>2</mn></mrow></msub></math></span> within saline aquifers exhibits strong instability, which needs to be thoroughly investigated to ensure safe operations at the storage site. For the first time, we develop a lattice Boltzmann model tailored for pore-scale simulations of the H<span><math><msub><mrow></mrow><mrow><mn>2</mn></mrow></msub></math></span>-brine system under typical subsurface storage conditions. The model captures the significant contrast of fluid properties between H<span><math><msub><mrow></mrow><mrow><mn>2</mn></mrow></msub></math></span> and brine, and it offers the flexibility to adjust the contact angle to suit varying wetting conditions. We show that the snap-off is enhanced in a system with a high capillary number and a small contact angle. These conditions lead to a low recovery factor, which is unfavorable for H<span><math><msub><mrow></mrow><mrow><mn>2</mn></mrow></msub></math></span> production from the aquifer. Moreover, the relative permeability curves, computed from the simulation results, exhibit distinct behaviors for H<span><math><msub><mrow></mrow><mrow><mn>2</mn></mrow></msub></math></span> and brine. In the case of the wetting phase, the relative permeability can be quantified using the quadratic expression, whereas for the non-wetting phase, the relative permeability exhibits a nearly linear behavior, and saturation alone appears insufficient to characterize the relative permeability at large saturations of non-wetting phase. This implies that different formula for liquid and gas phases may be employed for continuum-scale simulations.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"190 ","pages":"Article 104756"},"PeriodicalIF":4.0,"publicationDate":"2024-06-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S030917082400143X/pdfft?md5=087920de9e3500d3577e0eb40a169c17&pid=1-s2.0-S030917082400143X-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141463354","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"A hybrid pore-network-continuum modeling framework for flow and transport in 3D digital images of porous media","authors":"Li Zhang ,&nbsp;Bo Guo ,&nbsp;Chaozhong Qin ,&nbsp;Yongqiang Xiong","doi":"10.1016/j.advwatres.2024.104753","DOIUrl":"10.1016/j.advwatres.2024.104753","url":null,"abstract":"<div><p>Understanding flow and transport in multiscale porous media is challenging due to the presence of a wide range of pore sizes. Recent imaging advances offer high-resolution characterization of the multiscale pore structures. However, simulating flow and transport in 3D digital images requires models to represent both the resolved and sub-resolution pore structures. We develop a hybrid pore-network-continuum modeling framework. The hybrid framework treats the smaller pores below the image resolution as a continuum using the Darcy-scale formalism and explicitly represents the larger pores resolved in the images employing a pore network model. We validate the hybrid model against direct numerical simulations for single-phase flow and solute transport and further demonstrate its applicability for simulating two-component gas transport in a shale rock sample. The results indicate that the new hybrid model represents the flow and transport process in multiscale porous media while being much more computationally efficient than direct numerical simulation methods for the range of simulated conditions.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"190 ","pages":"Article 104753"},"PeriodicalIF":4.0,"publicationDate":"2024-06-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141436270","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Analytical model for Joule-Thomson cooling under heat exchange during CO2 storage","authors":"Christina Chesnokov ,&nbsp;Rouhi Farajzadeh ,&nbsp;Kofi Ohemeng Kyei Prempeh ,&nbsp;Siavash Kahrobaei ,&nbsp;Jeroen Snippe ,&nbsp;Pavel Bedrikovetsky","doi":"10.1016/j.advwatres.2024.104758","DOIUrl":"10.1016/j.advwatres.2024.104758","url":null,"abstract":"<div><p>This paper discusses axi-symmetric flow during CO₂ injection into a non-adiabatic reservoir accounting for Joule-Thomson cooling and steady-state heat exchange between the reservoir and the adjacent layers by Newton's law. An exact solution for this 1D problem is derived and a new method for model validation by comparison with quasi 2D analytical heat-conductivity solution is developed. The temperature profile obtained by the analytical solution shows a temperature decrease to a minimum value, followed by a sharp increase to initial reservoir temperature on the temperature front. The temperature distribution head of the front is determined by the initial reservoir temperature, while the solution behind the front is determined by the temperature of injected CO₂. The analytical model exhibits stabilisation of the temperature profile and the cooled zone. The explicit formula for temperature distributions allows determining the maximum injection rate that avoids hydrate formation.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"190 ","pages":"Article 104758"},"PeriodicalIF":4.0,"publicationDate":"2024-06-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0309170824001453/pdfft?md5=bb006fa6779fe03c1dd1bfe653381481&pid=1-s2.0-S0309170824001453-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141463150","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Macroscopic modeling of urban flood inundation through areal-averaged Shallow-Water-Equations","authors":"Alok Kumar,&nbsp;Gourabananda Pahar","doi":"10.1016/j.advwatres.2024.104755","DOIUrl":"10.1016/j.advwatres.2024.104755","url":null,"abstract":"<div><p>An areal-averaged form of classical Shallow-Water-Equations is developed in conjunction with Finite-Volume-Method for capturing sub-grid bed variation. The averaging mechanism treats sub-grid obstacles through depth-dependent-area-averaged porosity at the macroscopic level. This porosity assumes a binary distribution (0,1) for a resolution fine enough to treat bed-variation separately, resulting in convergence of the developed framework to classical form. An attempt has been made to incorporate the unresolved fine-scale flow-information (e.g., micro-scale and cross-scale interaction components) in terms of the macroscopic variables through a non-linear closure model. An augmented approximated Riemann solver incorporates varying source–sink terms within interfacial fluxes along with discontinuous porosity and bed variation. The model is applied to three test-cases ranging from wave-interaction with trapezoidal porous block to dam-break flows through obstacle(s) with varying grid configurations. The coarse-scale formulation, along with closure, produces a reasonably accurate solution with minimal computational overhead.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"190 ","pages":"Article 104755"},"PeriodicalIF":4.0,"publicationDate":"2024-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141392689","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Pore-scale simulations help in overcoming laboratory limitations with unconsolidated rock material: A multi-step reconstruction based on scanning electron and optical microscopy data","authors":"Dmitry A. Kulygin ,&nbsp;Aleksey Khlyupin ,&nbsp;Aleksei Cherkasov ,&nbsp;Rustem A. Sirazov ,&nbsp;Dina Gafurova ,&nbsp;Yan I. Gilmanov ,&nbsp;Konstantin V. Toropov ,&nbsp;Dmitry V. Korost ,&nbsp;Kirill M. Gerke","doi":"10.1016/j.advwatres.2024.104754","DOIUrl":"10.1016/j.advwatres.2024.104754","url":null,"abstract":"<div><p>This article explores the possibility to assess the flow and transport properties of loosely consolidated rock material—something that is very hard or impossible to achieve in the laboratory due to fragility of cores. We present two cases of weakly consolidated and unconsolidated rocks. We provide a solution based on pore-scale simulations and stochastic reconstructions using scanning electron (SEM) and grain optical microscopy images as input data. The hybrid reconstruction approach is based on 3D grain shape construction out of 2D optical images, packing of grains to match the target porosity measured from SEM imaging, and addition of clay and other cementing phases with the help of phase-recovery method. Note that standard digital rock protocol based on X-ray microtomography did not work for considered samples due to fine-grained particle size distribution (insufficient resolution of X-ray microtomography). After creation of 3D digital replicas of rock samples based on their SEM and optical microscopy images, we applied pore-scale modeling to obtain permeability and two-phase flow properties. Simulated permeability of 259 mD for the first sample was in surprisingly good agreement with laboratory measurements of 248 mD. For the second sample permeabilities deviated by an order of magnitude. After additional studies it was found that the mesh attached to the sample during measurements affected the results. After pore-scale simulations of the grain packing with the mesh we were able to achieve very good agreement with the experiment, confirming that the lab was basically exploring the properties of the mesh clogged with unconsolidated rock material. Thus, pore-scale hybrid rock structure reconstruction technique combined with pore-scale simulations was able to correct inaccurate laboratory assessment and obtain flow properties for unconsolidated rock sample. We believe the developed hybrid reconstruction technique to be robust enough to serve as a basis of the industrial technology for petrophysical studies of weakly and unconsolidated core material.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"190 ","pages":"Article 104754"},"PeriodicalIF":4.0,"publicationDate":"2024-06-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141391168","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Investigating snap-off behavior during spontaneous imbibition in 3D pore-throat model by pseudopotential lattice Boltzmann method","authors":"Jiangtao Zheng ,&nbsp;Xinbao Qi ,&nbsp;Wenbo Gong ,&nbsp;Yufeng Bian ,&nbsp;Yang Ju","doi":"10.1016/j.advwatres.2024.104751","DOIUrl":"10.1016/j.advwatres.2024.104751","url":null,"abstract":"<div><p>As a result of complex pore-throat geometry and precursor corner flow, the snap-off of the non-wetting phase occurs during the spontaneous imbibition (SI) of wetting phase. However, accurate modeling of such pore-scale flow behavior remains a big challenge, and its influencing factors remain unclear. In this study, an improved pseudopotential lattice Boltzmann method (LBM) is used to analyze the snap-off behavior during the SI process in three-dimensional (3D) pore-throat models with rough surfaces. The influence of the pore-to-throat size ratio (<em>λ</em>), contact angles (<em>θ</em>), and Ohnesorge number (<em>Oh</em>) on the occurrence of the snap-off are investigated and based on which a 3D phase diagram is established. The snap-off is more likely to occur with the increase in <em>λ</em> and <em>Oh</em> and decrease in <em>θ</em>, respectively. Only when the <em>λ</em> is ≥2 and the θ is &lt;13°, the snap-off may occur. With the increase in <em>θ</em> from 0° to 13°, the snap-off is suppressed due to the relatively small advancing difference between the corner flow and the bulk meniscus. Volume fraction of the entrapped gas bubble in the pore increases with the increase in <em>λ</em> and <em>Oh</em> and the decrease in <em>θ</em>. The time when snap-off occurred increases with the increase in <em>λ</em> and <em>θ</em>, and decrease in <em>Oh</em>. These results are fundamental for investigating snap-off phenomena in real 3D pore space and guide how to avoid or facilitate the occurrence of snap-off and to control the degree of snap-off.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"190 ","pages":"Article 104751"},"PeriodicalIF":4.7,"publicationDate":"2024-06-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141393351","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Influence of sedimentary structure and pore-size distribution on upscaling permeability and flow enhancement due to liquid boundary slip: A pore-scale computational study","authors":"ATM Shahidul Huqe Muzemder,&nbsp;Kuldeep Singh","doi":"10.1016/j.advwatres.2024.104752","DOIUrl":"https://doi.org/10.1016/j.advwatres.2024.104752","url":null,"abstract":"<div><p>Low-permeability sedimentary formations, such as tight sandstones, exhibit fluid flow and transport phenomena distinct from those in conventional porous systems due to the dominance of micro- to nanometer-sized pores and variable amounts of boundary slip. The widely used traditional no-slip boundary condition often fails to accurately describe fluid behavior in these formations. A knowledge gap exists in understanding how liquid slip influences fluid dynamics in complex, heterogeneous sedimentary structures, as previous studies have primarily focused on simplified, homogeneous pore geometries. In this study, we investigated the impact of boundary slip on low-Reynolds number fluid dynamics within synthetically designed two-dimensional graded and random pore networks with varying pore-size distributions to account for heterogeneity. Our results showed that velocity variance increased with increasing heterogeneity, following a power-law relationship. The power-law exponents decreased with boundary slip, quantifying how boundary slip mitigated the impact of heterogeneity on velocity variance. We developed a theoretical model to predict asymptotic flow enhancement and derived constitutive relations to estimate the coefficient <em>C</em> and maximum flow enhancement (Δ<em>E</em>) based on the pore-to-grain size ratio and porosity. Energy dissipation increased with both heterogeneity and boundary slip, which we identified as the primary mechanism contributing to asymptotic flow enhancement. This relationship was illustrated by a 1:1 linear correlation between maximum energy dissipation and maximum flow enhancement, regardless of heterogeneity, indicating that energy dissipation due to boundary slip entirely controls the emerging fluid dynamics. The presented theoretical model and constitutive equations offer practical applications for optimizing fluid dynamics in heterogeneous formations.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"190 ","pages":"Article 104752"},"PeriodicalIF":4.7,"publicationDate":"2024-06-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0309170824001398/pdfft?md5=4cdc947a6a273959ca628fe62c69361c&pid=1-s2.0-S0309170824001398-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141328624","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}