首页 > 最新文献

Advances in Water Resources最新文献

英文 中文
A generalized kinetic theory of Ostwald ripening in porous media 多孔介质中奥斯特瓦尔德熟化的广义动力学理论
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-25 DOI: 10.1016/j.advwatres.2024.104826
Nicolas Bueno, Luis Ayala, Yashar Mehmani
Partially miscible bubbles (e.g., CO2) trapped inside a porous medium and surrounded by a wetting phase (e.g., water) occur in a number of applications including underground hydrogen storage, geologic carbon sequestration, and the operation of electrochemcial devices such as fuel cells and electrolyzers. Such bubbles evolve due to a process called Ostwald ripening that is driven by differences in their interfacial curvature. For spherical bubbles, small bubbles shrink and vanish while feeding into larger ones, resulting in one large bubble at equilibrium. Within the confinement of a porous medium, however, bubbles can attain a distribution of sizes at equilibrium that have identical curvature. This work concerns itself with the formulation of a kinetic theory that predicts the statistical evolution of bubble states, defined as the sizes of the pores within which bubbles are trapped and the extent to which those pores are saturated with bubbles. The theory consists of a population balance equation and appropriate closure approximations. Systematic comparisons against a previously published pore network model (PNM) are conducted to validate the theory. Our theory generalizes existing variants in the literature limited to spherical bubbles trapped in homogeneous media to non-spherical (deformed) bubbles inside microstructures with arbitrary heterogeneity and spatial correlation in pore/throat sizes. We discuss the applicability, limitations, and implications of the theory towards future extensions.
被困在多孔介质中并被润湿相(如水)包围的部分混溶气泡(如二氧化碳)在许多应用中都会出现,包括地下储氢、地质碳封存以及燃料电池和电解器等电化学设备的运行。这种气泡的演变过程称为奥斯特瓦尔德熟化(Ostwald ripening),由其界面曲率的差异驱动。对于球形气泡,小气泡会收缩并消失,同时注入大气泡,从而在平衡状态下形成一个大气泡。然而,在多孔介质的限制下,气泡可以在平衡时达到具有相同曲率的大小分布。气泡状态被定义为气泡被困孔隙的大小以及这些孔隙被气泡饱和的程度。该理论由种群平衡方程和适当的闭合近似值组成。为了验证该理论,我们将其与之前公布的孔隙网络模型(PNM)进行了系统比较。我们的理论将文献中局限于困在均质介质中的球形气泡的现有变体推广到具有任意异质性和孔隙/咽喉尺寸空间相关性的微结构内的非球形(变形)气泡。我们讨论了该理论的适用性、局限性和对未来扩展的影响。
{"title":"A generalized kinetic theory of Ostwald ripening in porous media","authors":"Nicolas Bueno,&nbsp;Luis Ayala,&nbsp;Yashar Mehmani","doi":"10.1016/j.advwatres.2024.104826","DOIUrl":"10.1016/j.advwatres.2024.104826","url":null,"abstract":"<div><div>Partially miscible bubbles (e.g., CO<span><math><msub><mrow></mrow><mrow><mn>2</mn></mrow></msub></math></span>) trapped inside a porous medium and surrounded by a wetting phase (e.g., water) occur in a number of applications including underground hydrogen storage, geologic carbon sequestration, and the operation of electrochemcial devices such as fuel cells and electrolyzers. Such bubbles evolve due to a process called Ostwald ripening that is driven by differences in their interfacial curvature. For spherical bubbles, small bubbles shrink and vanish while feeding into larger ones, resulting in one large bubble at equilibrium. Within the confinement of a porous medium, however, bubbles can attain a distribution of sizes at equilibrium that have identical curvature. This work concerns itself with the formulation of a kinetic theory that predicts the statistical evolution of bubble <em>states</em>, defined as the sizes of the pores within which bubbles are trapped and the extent to which those pores are saturated with bubbles. The theory consists of a population balance equation and appropriate closure approximations. Systematic comparisons against a previously published pore network model (PNM) are conducted to validate the theory. Our theory generalizes existing variants in the literature limited to spherical bubbles trapped in homogeneous media to non-spherical (deformed) bubbles inside microstructures with arbitrary heterogeneity and spatial correlation in pore/throat sizes. We discuss the applicability, limitations, and implications of the theory towards future extensions.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104826"},"PeriodicalIF":4.0,"publicationDate":"2024-09-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142329763","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}
引用次数: 0
Investigating supercritical flow characteristics and movement of sediment particles in a narrow channel bend using PTV and video footage 利用 PTV 和视频录像调查超临界水流特性以及狭窄河道弯道中沉积物颗粒的移动情况
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-22 DOI: 10.1016/j.advwatres.2024.104827
Subhojit Kadia , I.A. Sofia Larsson , Mats Billstein , Nils Rüther , Leif Lia , Elena Pummer
This experimental study investigates the cause of nonuniform invert abrasion observed at sediment bypass tunnel (SBT) bends by examining the variations in velocity distributions, turbulence properties, bed shear stress, and bulk sediment movements under three supercritical bend flow conditions, detailed investigation of such flow is scarce. Using a laboratory-scaled model (1:22) of the downstream bend at Solis SBT, Switzerland, the research utilized particle tracking velocimetry and high-speed cameras with spherical sandstones and glass spheres representing sediments. The results indicate that as the secondary currents develop in the flow direction, the flow properties and sediments redistribute across the channel: the high-momentum fluids are directed toward the outer wall, the bed shear stress increases toward the outer wall, and the sediments are pushed toward the inner wall, which then follow this path downstream, even in straight sections, despite lower bed shear stress. This distribution of sediments, driven by secondary currents, leads to deeper invert abrasions toward the inner wall at SBT bends and downstream sections. Thus, these abrasions are primarily influenced by sediment movement rather than the bed shear stress alone. The study's findings are also valuable for validating future numerical simulations.
本实验研究通过考察三种超临界弯道流动条件下的速度分布、湍流特性、床面剪应力和大量沉积物运动的变化,研究了在沉积物旁路隧道(SBT)弯道处观察到的不均匀内侧磨损的原因。这项研究利用瑞士索利斯 SBT 下游弯道的实验室缩放模型(1:22),使用颗粒跟踪测速仪和高速照相机,用球形砂石和玻璃球代表沉积物。研究结果表明,随着次级水流在水流方向的发展,水流特性和沉积物在整个水道中重新分布:高动量流体流向外壁,床面剪应力向外壁增加,沉积物被推向内壁,然后沿着这条路径向下游移动,即使在直线段也是如此,尽管床面剪应力较低。在次级水流的推动下,沉积物的这种分布导致在 SBT 弯道和下游河段出现更深的内壁磨损。因此,这些磨损主要是受沉积物运动的影响,而不仅仅是受河床剪应力的影响。研究结果对于验证未来的数值模拟也很有价值。
{"title":"Investigating supercritical flow characteristics and movement of sediment particles in a narrow channel bend using PTV and video footage","authors":"Subhojit Kadia ,&nbsp;I.A. Sofia Larsson ,&nbsp;Mats Billstein ,&nbsp;Nils Rüther ,&nbsp;Leif Lia ,&nbsp;Elena Pummer","doi":"10.1016/j.advwatres.2024.104827","DOIUrl":"10.1016/j.advwatres.2024.104827","url":null,"abstract":"<div><div>This experimental study investigates the cause of nonuniform invert abrasion observed at sediment bypass tunnel (SBT) bends by examining the variations in velocity distributions, turbulence properties, bed shear stress, and bulk sediment movements under three supercritical bend flow conditions, detailed investigation of such flow is scarce. Using a laboratory-scaled model (1:22) of the downstream bend at Solis SBT, Switzerland, the research utilized particle tracking velocimetry and high-speed cameras with spherical sandstones and glass spheres representing sediments. The results indicate that as the secondary currents develop in the flow direction, the flow properties and sediments redistribute across the channel: the high-momentum fluids are directed toward the outer wall, the bed shear stress increases toward the outer wall, and the sediments are pushed toward the inner wall, which then follow this path downstream, even in straight sections, despite lower bed shear stress. This distribution of sediments, driven by secondary currents, leads to deeper invert abrasions toward the inner wall at SBT bends and downstream sections. Thus, these abrasions are primarily influenced by sediment movement rather than the bed shear stress alone. The study's findings are also valuable for validating future numerical simulations.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104827"},"PeriodicalIF":4.0,"publicationDate":"2024-09-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142419709","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}
引用次数: 0
Dynamics of bedload transport under run-up wave by gravel resolved scheme based on 3D DEM-MPS coupling 基于三维 DEM-MPS 耦合的砾石解析方案研究波浪上升时的床面负荷迁移动力学
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-21 DOI: 10.1016/j.advwatres.2024.104824
Takumi Tazaki, Eiji Harada, Hitoshi Gotoh
Accurate predictions of morphological changes in swash zones require a detailed understanding of sediment transport mechanisms, which are strongly related to bore-induced vortices and turbulence, surface-subsurface interactions, namely, infiltrate/exfiltrate flow, and swash-swash interactions. However, obtaining experimental or field measurements of instantaneous velocity and sediment flux is challenging owing to the suspended sediment, turbulence, and shallow depth characteristics of these regions. The present study simulates the gravel bedload transport under a dam-break bore at a grain-resolved spatial scale. The simulation uses a 3D Lagrangian–Lagrangian solid–fluid coupled model comprising the moving particle semi-implicit (MPS) method for a violent swash flow and the discrete element method (DEM) for gravels. The simulated water depth, velocity, and sediment flux agree with existing experimental results during a run-up. The gravel transport mechanisms for the lower, mid, and upper swash zones were discussed. Discussions on bedload mechanisms reveal that bore-generated horizontal vortices can reduce the onshore velocity near the beach surface, reducing sediment flux in the lower swash zone. Modified Shields numbers investigate the seepage effects: the frequently used standard Shields number value is insufficient to estimate bedload flux under the intense infiltration in the mid-swash zone. The simulation result also elucidates the turbulence characteristics in the upper swash zone.
要准确预测斜流区内的形态变化,就必须详细了解沉积物的迁移机制,这与钻孔引起的涡流和湍流、表层与次表层的相互作用(即渗入/渗出流)以及斜流与斜流的相互作用密切相关。然而,由于这些区域的悬浮沉积物、湍流和浅水特性,获取瞬时速度和沉积物流量的实验或实地测量数据非常困难。本研究以颗粒分辨的空间尺度模拟了溃坝孔下的砾石床载输移。模拟采用了三维拉格朗日-拉格朗日固-流体耦合模型,其中包括针对剧烈斜流的移动颗粒半隐式(MPS)方法和针对砾石的离散元方法(DEM)。模拟的水深、流速和泥沙通量与现有试验结果一致。讨论了下、中、上斜流区的砾石输运机制。关于床面负荷机制的讨论表明,钻孔产生的水平涡流可降低海滩表面附近的岸上速度,从而减少下斜流区的沉积通量。修正的希尔兹数研究了渗流效应:常用的标准希尔兹数值不足以估算中冲刷带强渗流情况下的泥沙通量。模拟结果还阐明了上游冲刷区的湍流特征。
{"title":"Dynamics of bedload transport under run-up wave by gravel resolved scheme based on 3D DEM-MPS coupling","authors":"Takumi Tazaki,&nbsp;Eiji Harada,&nbsp;Hitoshi Gotoh","doi":"10.1016/j.advwatres.2024.104824","DOIUrl":"10.1016/j.advwatres.2024.104824","url":null,"abstract":"<div><div>Accurate predictions of morphological changes in swash zones require a detailed understanding of sediment transport mechanisms, which are strongly related to bore-induced vortices and turbulence, surface-subsurface interactions, namely, infiltrate/exfiltrate flow, and swash-swash interactions. However, obtaining experimental or field measurements of instantaneous velocity and sediment flux is challenging owing to the suspended sediment, turbulence, and shallow depth characteristics of these regions. The present study simulates the gravel bedload transport under a dam-break bore at a grain-resolved spatial scale. The simulation uses a 3D Lagrangian–Lagrangian solid–fluid coupled model comprising the moving particle semi-implicit (MPS) method for a violent swash flow and the discrete element method (DEM) for gravels. The simulated water depth, velocity, and sediment flux agree with existing experimental results during a run-up. The gravel transport mechanisms for the lower, mid, and upper swash zones were discussed. Discussions on bedload mechanisms reveal that bore-generated horizontal vortices can reduce the onshore velocity near the beach surface, reducing sediment flux in the lower swash zone. Modified Shields numbers investigate the seepage effects: the frequently used standard Shields number value is insufficient to estimate bedload flux under the intense infiltration in the mid-swash zone. The simulation result also elucidates the turbulence characteristics in the upper swash zone.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104824"},"PeriodicalIF":4.0,"publicationDate":"2024-09-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142322774","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}
引用次数: 0
Density-driven free convection in heterogeneous aquifers with connectivity features 具有连通性特征的异质含水层中的密度驱动自由对流
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-20 DOI: 10.1016/j.advwatres.2024.104825
Hongkai Li , Lei Zhang , Yu Ye , Chunhui Lu
Free convection usually happens in variable-density groundwater flow systems, and it favors contaminant transport by enlarging length scales and shortening timescales compared to advection and diffusion/dispersion alone. Previous studies have demonstrated that heterogeneity with multi-variate Gaussian distribution for logarithmic permeabilities (log10k) plays an important role in the onset, growth, and/or decay of instability during the density-driven convective process. Nevertheless, the connectivity features (i.e., connected structures of extremely high/low-k values), which are common in natural aquifers, have received little attention. In this study, the classical problem of transient free convection has been modified and numerically simulated by Monte Carlo approach to investigate the effects of connectivity features in heterogeneity on the unstable convective processes. Results show that free convection is promoted by the connected high-k structures and retarded by the connected low-k structures during mainly the early-stage mass loading. The impacts of connectivity features tend to be amplified by higher variation in log10k distributions, and can be secondarily influenced by correlation lengths and anisotropy. Under the multi-variate Gaussian assumption, the existence of connected high-k structures leads to underestimation of density-driven instability, in which the risk differs based on the statistics of permeability fields, metrics of interest and timeframe. This study highlights the importance of understanding connectivity features in heterogeneous geological media when assessing density-dependent solute transport in groundwater systems.
自由对流通常发生在密度可变的地下水流系统中,与单纯的平流和扩散/弥散相比,自由对流通过扩大长度尺度和缩短时间尺度而有利于污染物的迁移。以往的研究表明,在密度驱动的对流过程中,具有对数渗透率(log10k)多变量高斯分布的异质性在不稳定性的发生、增长和/或衰减方面起着重要作用。然而,天然含水层中常见的连通性特征(即 k 值极高/极低的连通结构)却很少受到关注。本研究对经典的瞬态自由对流问题进行了修改,并采用蒙特卡罗方法进行了数值模拟,以研究异质性中的连通性特征对不稳定对流过程的影响。结果表明,自由对流主要在质量加载的早期阶段受到连通的高 K 结构的促进,而受到连通的低 K 结构的阻碍。连通性特征的影响往往会因 log10k 分布的较大变化而放大,其次还会受到相关长度和各向异性的影响。在多变量高斯假设下,连通性高k结构的存在会导致低估密度驱动的不稳定性,其中的风险根据渗透率场的统计、感兴趣的指标和时间范围而有所不同。这项研究强调了在评估地下水系统中依赖密度的溶质输运时,了解异质地质介质中连通性特征的重要性。
{"title":"Density-driven free convection in heterogeneous aquifers with connectivity features","authors":"Hongkai Li ,&nbsp;Lei Zhang ,&nbsp;Yu Ye ,&nbsp;Chunhui Lu","doi":"10.1016/j.advwatres.2024.104825","DOIUrl":"10.1016/j.advwatres.2024.104825","url":null,"abstract":"<div><div>Free convection usually happens in variable-density groundwater flow systems, and it favors contaminant transport by enlarging length scales and shortening timescales compared to advection and diffusion/dispersion alone. Previous studies have demonstrated that heterogeneity with multi-variate Gaussian distribution for logarithmic permeabilities (log<sub>10</sub><em>k</em>) plays an important role in the onset, growth, and/or decay of instability during the density-driven convective process. Nevertheless, the connectivity features (i.e., connected structures of extremely high/low-<em>k</em> values), which are common in natural aquifers, have received little attention. In this study, the classical problem of transient free convection has been modified and numerically simulated by Monte Carlo approach to investigate the effects of connectivity features in heterogeneity on the unstable convective processes. Results show that free convection is promoted by the connected high-<em>k</em> structures and retarded by the connected low-<em>k</em> structures during mainly the early-stage mass loading. The impacts of connectivity features tend to be amplified by higher variation in log<sub>10</sub><em>k</em> distributions, and can be secondarily influenced by correlation lengths and anisotropy. Under the multi-variate Gaussian assumption, the existence of connected high-<em>k</em> structures leads to underestimation of density-driven instability, in which the risk differs based on the statistics of permeability fields, metrics of interest and timeframe. This study highlights the importance of understanding connectivity features in heterogeneous geological media when assessing density-dependent solute transport in groundwater systems.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104825"},"PeriodicalIF":4.0,"publicationDate":"2024-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142327841","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}
引用次数: 0
Nanoparticle transport in partially saturated porous media: Attachment at fluid interfaces 纳米粒子在部分饱和多孔介质中的传输:流体界面的附着
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-19 DOI: 10.1016/j.advwatres.2024.104816
Youssra Rahham, Stephen Dauphinais, Jeff T. Gostick, Marios A. Ioannidis
Like the solid-water interface (SWI), air-water and oil-water interfaces (AWI and OWI) also act as collectors for nano-sized particles in porous media. The attachment of hydrophobic nanoparticles, which is often favorable and irreversible, is of particular interest because the transport and retention of such particles is closely linked to the fate of nanoplastics in unsaturated subsurface environments and the success of nanoremediation practices. Here, we show how a pore-network model (PNM) can be used to upscale the kinetics and extent of irreversible nanoparticle attachment at a single fluid-fluid interface under conditions of advection and dispersion in a sphere packing. By focusing on a trapped (immobile) non-wetting phase, we highlight a fundamental difference between the single-collector contact efficiency of AWI/OWI and SWI. Namely, AWI/OWI collectors, which are largely by-passed by the flowing aqueous phase, are exposed to a hydrodynamic environment dominated by diffusion. This difference has profound implications for the modelling of nanoparticle transport in porous media at the continuum (Darcy) scale. This study reveals the potential of pore network modelling as an essential complement to continuum models for upscaling the behavior of nanocolloids in porous media.
与固-水界面(SWI)一样,气-水和油-水界面(AWI 和 OWI)也是多孔介质中纳米颗粒的收集器。疏水性纳米颗粒的附着通常是有利的且不可逆的,这一点尤其引人关注,因为此类颗粒的迁移和滞留与纳米塑料在非饱和地下环境中的命运以及纳米补救措施的成功与否密切相关。在此,我们展示了如何利用孔隙网络模型(PNM)来放大单一流体-流体界面上不可逆纳米粒子在球状填料的平流和分散条件下的附着动力学和程度。通过关注被困(不移动)的非润湿相,我们强调了 AWI/OWI 和 SWI 的单收集器接触效率之间的根本区别。也就是说,AWI/OWI 收集器在很大程度上被流动的水相绕过,暴露在以扩散为主的水动力环境中。这种差异对于在连续(达西)尺度上模拟多孔介质中的纳米粒子传输有着深远的影响。这项研究揭示了孔隙网络建模的潜力,它是连续介质模型的重要补充,可用于放大纳米胶体在多孔介质中的行为。
{"title":"Nanoparticle transport in partially saturated porous media: Attachment at fluid interfaces","authors":"Youssra Rahham,&nbsp;Stephen Dauphinais,&nbsp;Jeff T. Gostick,&nbsp;Marios A. Ioannidis","doi":"10.1016/j.advwatres.2024.104816","DOIUrl":"10.1016/j.advwatres.2024.104816","url":null,"abstract":"<div><div>Like the solid-water interface (SWI), air-water and oil-water interfaces (AWI and OWI) also act as collectors for nano-sized particles in porous media. The attachment of hydrophobic nanoparticles, which is often favorable and irreversible, is of particular interest because the transport and retention of such particles is closely linked to the fate of nanoplastics in unsaturated subsurface environments and the success of nanoremediation practices. Here, we show how a pore-network model (PNM) can be used to upscale the kinetics and extent of irreversible nanoparticle attachment at a single fluid-fluid interface under conditions of advection and dispersion in a sphere packing. By focusing on a trapped (immobile) non-wetting phase, we highlight a fundamental difference between the single-collector contact efficiency of AWI/OWI and SWI. Namely, AWI/OWI collectors, which are largely by-passed by the flowing aqueous phase, are exposed to a hydrodynamic environment dominated by diffusion. This difference has profound implications for the modelling of nanoparticle transport in porous media at the continuum (Darcy) scale. This study reveals the potential of pore network modelling as an essential complement to continuum models for upscaling the behavior of nanocolloids in porous media.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104816"},"PeriodicalIF":4.0,"publicationDate":"2024-09-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142327840","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}
引用次数: 0
Numerical modeling of transient water table in shallow unconfined aquifers: A hyperbolic theory and well-balanced finite volume scheme 浅层无压含水层瞬态地下水位的数值建模:双曲理论和均衡有限体积方案
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-18 DOI: 10.1016/j.advwatres.2024.104820
Ying-Hsin Wu, Eiichi Nakakita
We present a new methodology capable of modeling transient motion of shallow phreatic surface of groundwater in unconfined aquifers. This methodology is founded on a new and comprehensive theory for water table motion and a corresponding efficient numerical scheme. In the theoretical aspect, we derived a new set of governing equations constituted by a depth-averaged continuity equation and momentum equations based on unsteady Darcy’s law. The derived governing equations are of the hyperbolic type and possess stiff terms in the momentum equations due to the inertia motion in a characteristic time scale that is relatively shorter than the time scale of seepage motion. To effectively solve the derived hyperbolic system with stiff terms, in the numerical aspect, we utilize f-wave propagation algorithm, an explicit finite volume method, that can ensure numerical convergence and well-balancing solutions when momentum is rapidly relaxing to an equilibrium of steady state. Verification is successfully performed by comparing the results with analytic solutions to the classic problem of multidimensional spreading of a groundwater mound. This study demonstrates that the proposed methodology can accurately and satisfactorily simulate the spatiotemporal distribution of shallow water table and its wetting front in unconfined aquifers.
我们提出了一种能够模拟非承压含水层中地下水浅层岩相面瞬态运动的新方法。该方法建立在新的地下水位运动综合理论和相应的高效数值方案之上。在理论方面,我们根据非稳态达西定律推导出一套新的控制方程,由深度平均连续性方程和动量方程构成。推导出的控制方程属于双曲型,由于惯性运动的特征时间尺度比渗流运动的时间尺度相对较短,因此动量方程中存在僵化项。为了有效求解衍生的双曲系统,在数值方面,我们采用了 f 波传播算法,这是一种显式有限体积法,当动量快速松弛到稳态平衡时,可以确保数值收敛和平衡求解。通过将结果与地下水丘多维扩散经典问题的解析解进行比较,成功地进行了验证。这项研究表明,所提出的方法可以准确和令人满意地模拟非承压含水层中浅层地下水位的时空分布及其湿润前沿。
{"title":"Numerical modeling of transient water table in shallow unconfined aquifers: A hyperbolic theory and well-balanced finite volume scheme","authors":"Ying-Hsin Wu,&nbsp;Eiichi Nakakita","doi":"10.1016/j.advwatres.2024.104820","DOIUrl":"10.1016/j.advwatres.2024.104820","url":null,"abstract":"<div><div>We present a new methodology capable of modeling transient motion of shallow phreatic surface of groundwater in unconfined aquifers. This methodology is founded on a new and comprehensive theory for water table motion and a corresponding efficient numerical scheme. In the theoretical aspect, we derived a new set of governing equations constituted by a depth-averaged continuity equation and momentum equations based on unsteady Darcy’s law. The derived governing equations are of the hyperbolic type and possess stiff terms in the momentum equations due to the inertia motion in a characteristic time scale that is relatively shorter than the time scale of seepage motion. To effectively solve the derived hyperbolic system with stiff terms, in the numerical aspect, we utilize <em>f</em>-wave propagation algorithm, an explicit finite volume method, that can ensure numerical convergence and well-balancing solutions when momentum is rapidly relaxing to an equilibrium of steady state. Verification is successfully performed by comparing the results with analytic solutions to the classic problem of multidimensional spreading of a groundwater mound. This study demonstrates that the proposed methodology can accurately and satisfactorily simulate the spatiotemporal distribution of shallow water table and its wetting front in unconfined aquifers.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104820"},"PeriodicalIF":4.0,"publicationDate":"2024-09-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0309170824002070/pdfft?md5=a039eb9377fc4092d60f707501aeabf4&pid=1-s2.0-S0309170824002070-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142275669","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}
引用次数: 0
A simple and robust approach for adapting design storms to assess climate-induced changes in flash flood hazard 采用简单稳健的方法调整设计风暴,以评估气候引起的山洪灾害变化
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-17 DOI: 10.1016/j.advwatres.2024.104823
Nadav Peleg , Daniel B. Wright , Hayley J. Fowler , João P. Leitão , Ashish Sharma , Francesco Marra
Hydrologists and civil engineers often use design storms to assess flash flood hazards in urban, rural, and mountainous catchments. These synthetic storms are not representations of real extreme rainfall events, but rather simplified versions parameterized to mimic extreme precipitation statistics often obtained from intensity–duration–frequency (IDF) curves. To construct design storms for the future climate, it is thus necessary first to recalculate IDF curves to represent rainfall under warmer conditions. We propose a framework for adjusting IDF curves and design storms to future climate conditions using the TENAX model, a novel statistical approach that can provide future short-duration precipitation return levels based on projected temperature changes. For most applications, information from climate models at the daily scale can be used to construct design storms at the sub-hourly scale without any downscaling or bias adjustment. Our approach is illustrated through a re-parameterization of the Chicago Design Storm (CDS) in the context of climate change. As a case study demonstration, we apply the TENAX model to data from the city of Zurich to calculate changes in the historical IDF curve for durations ranging from 10 min to 3 h. We then construct synthetic 100-year return period design storms based on the CDS for present and future climates and use the CAFlood model to produce flood inundation maps to assess changes in flood hazard. The codes for adapting design storms to climate change are simple to implement, easily applicable by practitioners, and made freely available.
水文学家和土木工程师经常使用设计暴雨来评估城市、农村和山区集水区的山洪灾害。这些合成暴雨并不代表真实的极端降雨事件,而是经过简化的版本,其参数模仿了通常从强度-持续时间-频率(IDF)曲线中获得的极端降水统计数据。因此,要构建适合未来气候的设计暴雨,首先必须重新计算 IDF 曲线,以表示较暖条件下的降雨。我们提出了一个利用 TENAX 模型调整 IDF 曲线和设计暴雨以适应未来气候条件的框架,该模型是一种新颖的统计方法,可根据预测的气温变化提供未来短时降水重现水平。在大多数应用中,日尺度气候模式的信息可用于构建亚小时尺度的设计风暴,而无需任何降尺度或偏差调整。我们的方法通过在气候变化背景下对芝加哥设计风暴(CDS)重新参数化来说明。作为案例研究演示,我们将 TENAX 模型应用于苏黎世市的数据,计算出持续时间从 10 分钟到 3 小时不等的历史 IDF 曲线的变化。然后,我们根据 CDS 为当前和未来气候构建合成的 100 年重现期设计暴雨,并使用 CAFlood 模型生成洪水淹没图,以评估洪水危害的变化。使设计暴雨适应气候变化的代码实施简单,易于从业人员应用,并可免费获取。
{"title":"A simple and robust approach for adapting design storms to assess climate-induced changes in flash flood hazard","authors":"Nadav Peleg ,&nbsp;Daniel B. Wright ,&nbsp;Hayley J. Fowler ,&nbsp;João P. Leitão ,&nbsp;Ashish Sharma ,&nbsp;Francesco Marra","doi":"10.1016/j.advwatres.2024.104823","DOIUrl":"10.1016/j.advwatres.2024.104823","url":null,"abstract":"<div><div>Hydrologists and civil engineers often use design storms to assess flash flood hazards in urban, rural, and mountainous catchments. These synthetic storms are not representations of real extreme rainfall events, but rather simplified versions parameterized to mimic extreme precipitation statistics often obtained from intensity–duration–frequency (IDF) curves. To construct design storms for the future climate, it is thus necessary first to recalculate IDF curves to represent rainfall under warmer conditions. We propose a framework for adjusting IDF curves and design storms to future climate conditions using the TENAX model, a novel statistical approach that can provide future short-duration precipitation return levels based on projected temperature changes. For most applications, information from climate models at the daily scale can be used to construct design storms at the sub-hourly scale without any downscaling or bias adjustment. Our approach is illustrated through a re-parameterization of the Chicago Design Storm (CDS) in the context of climate change. As a case study demonstration, we apply the TENAX model to data from the city of Zurich to calculate changes in the historical IDF curve for durations ranging from 10 min to 3 h. We then construct synthetic 100-year return period design storms based on the CDS for present and future climates and use the CAFlood model to produce flood inundation maps to assess changes in flood hazard. The codes for adapting design storms to climate change are simple to implement, easily applicable by practitioners, and made freely available.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104823"},"PeriodicalIF":4.0,"publicationDate":"2024-09-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0309170824002100/pdfft?md5=bcb162ebb1fe34867d9140461e25ffc6&pid=1-s2.0-S0309170824002100-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142275670","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}
引用次数: 0
Scaling of hydraulic conductivity in porous and fractured media for continuous models: A review 连续模型中多孔介质和断裂介质的导水性缩放:综述
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-12 DOI: 10.1016/j.advwatres.2024.104822
Harol Alexander Cetre-Orejuela , Marcela Jaramillo , Oscar D. Álvarez-Villa

Hydraulic conductivity exhibits a high spatial variability due to the heterogeneity and discontinuity of the geologic environments and their constituent materials. Representing such variability is problematic when implementing groundwater flow models, especially in geological media such as fractured rocks, fractured porous media, and karstic media, where the scale of observation is important when defining the heterogeneity of the media. In those cases, hydraulic tests performed locally in the fractures measure hydraulic conductivity at a fine scale. Nevertheless, groundwater flow models usually deal with problems involving a regional scale, with a grid cell size much greater than the cell in the fine scale. Modeling groundwater flow in fractured media using the Discrete Fracture Network (DFN) method at the regional scale is still challenging due to the difficulty of hydraulically characterizing the entire fracture network using the limited available data. Instead, methods such as Equivalent Porous Media (EPM) represent the fractured media as a continuous media, making it more practical to represent fractured rocks as a continuous equivalent media in regional models than the DFN method. However, in approaches such as EPM, choosing the block size adequately is critical because, at large scales, it can considerably affect the simulated flow patterns. Accordingly, upscaling hydraulic conductivities of fracture networks at the fine scale into equivalent parameters at the scale of the model's block is still a relevant question in practical groundwater modeling. This paper reviews the most widely used hydraulic conductivity scaling techniques to identify methods that consistently represent fractured media groundwater flow dynamics in regional models.

由于地质环境及其组成材料的异质性和不连续性,水力传导性具有很高的空间变异性。在实施地下水流模型时,尤其是在断裂岩石、断裂多孔介质和岩溶介质等地质介质中,表示这种变异性很成问题,因为在这些介质中,观测尺度对确定介质的异质性非常重要。在这些情况下,在断裂局部进行的水力测试可测量出精细尺度的导水性。然而,地下水流模型通常处理的是涉及区域尺度的问题,其网格单元尺寸远大于精细尺度的单元尺寸。使用离散断裂网络(DFN)方法在区域尺度上模拟断裂介质中的地下水流仍然具有挑战性,这是因为利用有限的可用数据对整个断裂网络进行水力表征非常困难。相反,等效多孔介质(EPM)等方法将断裂介质表示为连续介质,与 DFN 方法相比,在区域模型中将断裂岩石表示为连续等效介质更为实用。然而,在 EPM 等方法中,适当选择区块大小至关重要,因为在大尺度上,区块大小会严重影响模拟流动模式。因此,在实际地下水建模中,如何将细尺度断裂网络的导流系数放大为模型区块尺度的等效参数仍然是一个相关问题。本文综述了最广泛使用的水力传导缩放技术,以确定在区域模型中能够一致地表示断裂介质地下水流动态的方法。
{"title":"Scaling of hydraulic conductivity in porous and fractured media for continuous models: A review","authors":"Harol Alexander Cetre-Orejuela ,&nbsp;Marcela Jaramillo ,&nbsp;Oscar D. Álvarez-Villa","doi":"10.1016/j.advwatres.2024.104822","DOIUrl":"10.1016/j.advwatres.2024.104822","url":null,"abstract":"<div><p>Hydraulic conductivity exhibits a high spatial variability due to the heterogeneity and discontinuity of the geologic environments and their constituent materials. Representing such variability is problematic when implementing groundwater flow models, especially in geological media such as fractured rocks, fractured porous media, and karstic media, where the scale of observation is important when defining the heterogeneity of the media. In those cases, hydraulic tests performed locally in the fractures measure hydraulic conductivity at a fine scale. Nevertheless, groundwater flow models usually deal with problems involving a regional scale, with a grid cell size much greater than the cell in the fine scale. Modeling groundwater flow in fractured media using the Discrete Fracture Network (DFN) method at the regional scale is still challenging due to the difficulty of hydraulically characterizing the entire fracture network using the limited available data. Instead, methods such as Equivalent Porous Media (EPM) represent the fractured media as a continuous media, making it more practical to represent fractured rocks as a continuous equivalent media in regional models than the DFN method. However, in approaches such as EPM, choosing the block size adequately is critical because, at large scales, it can considerably affect the simulated flow patterns. Accordingly, upscaling hydraulic conductivities of fracture networks at the fine scale into equivalent parameters at the scale of the model's block is still a relevant question in practical groundwater modeling. This paper reviews the most widely used hydraulic conductivity scaling techniques to identify methods that consistently represent fractured media groundwater flow dynamics in regional models.</p></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104822"},"PeriodicalIF":4.0,"publicationDate":"2024-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142241263","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}
引用次数: 0
Assessing the reliability of exponential recession in the water table fluctuation method 评估地下水位波动法中指数衰退的可靠性
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-12 DOI: 10.1016/j.advwatres.2024.104821
S. Cristina Solórzano-Rivas, Adrian D. Werner, Neville I. Robinson
Distributed recharge is commonly predicted from groundwater level data by adopting the water table fluctuation method (WTFM). The simplicity of the technique makes it attractive for groundwater management applications seeking sustainable levels of extraction. While there are variations to the WTFM, the classic approach extends the antecedent recession curve (prior to recharge events) to allow for the estimation of the gross recharge. This is achieved using either the previous (local) recession or a master recession curve obtained from multiple recession events. The most common function used for the recession extension is exponential. Despite the wide application of the WTFM, remarkably, a validation of this approach against known recharge values has not been previously attempted. This is the goal of the current study, which also compares local recession and master recession curve approaches adopting an exponential function for estimating recharge using the WTFM. Stochastic analysis applying an existing analytical solution to water table fluctuations from intermittent recharge was used to produce 1000 hypothetical hydrographs. From these, WTFM-based recharge was estimated for three recession periods of differing lengths, producing 6000 estimates of recharge (1000 simulations, two recession curve approaches, three recharge-recession events). The WTFM produced an average under-estimation error of 14%. The WTFM is more likely to obtain recharge errors within 5% of the true value using the master recession curve approach. This study demonstrates the need to revise the WTFM to eliminate bias, especially in the extrapolation of antecedent recession curves.
通常采用地下水位波动法(WTFM)根据地下水位数据预测分布式补给。该技术简单易用,对寻求可持续开采水平的地下水管理应用很有吸引力。虽然 WTFM 有各种不同的方法,但经典的方法是扩展前衰退曲线(在补给事件发生之前),以便估算总补给量。这种方法可以使用前一次(局部)衰退曲线,也可以使用从多次衰退事件中获得的主衰退曲线。最常用的衰退扩展函数是指数函数。尽管 WTFM 得到了广泛应用,但值得注意的是,以前从未尝试过根据已知的补给值来验证这种方法。这也是本次研究的目标,它还比较了采用指数函数的局部衰退和主衰退曲线方法,以使用 WTFM 估算补给量。随机分析应用现有的间歇补给地下水位波动分析方法,生成 1000 个假设水文图。在此基础上,对三个不同长度的衰退期进行了基于 WTFM 的补给估算,得出了 6000 个补给估算值(1000 个模拟值、两种衰退曲线方法、三个补给-衰退事件)。WTFM 的平均低估误差为 14%。使用主衰退曲线法,WTFM 更有可能获得真实值 5%以内的补给误差。这项研究表明,有必要对 WTFM 进行修订,以消除偏差,特别是在前衰退曲线的推断方面。
{"title":"Assessing the reliability of exponential recession in the water table fluctuation method","authors":"S. Cristina Solórzano-Rivas,&nbsp;Adrian D. Werner,&nbsp;Neville I. Robinson","doi":"10.1016/j.advwatres.2024.104821","DOIUrl":"10.1016/j.advwatres.2024.104821","url":null,"abstract":"<div><div>Distributed recharge is commonly predicted from groundwater level data by adopting the water table fluctuation method (WTFM). The simplicity of the technique makes it attractive for groundwater management applications seeking sustainable levels of extraction. While there are variations to the WTFM, the classic approach extends the antecedent recession curve (prior to recharge events) to allow for the estimation of the gross recharge. This is achieved using either the previous (local) recession or a master recession curve obtained from multiple recession events. The most common function used for the recession extension is exponential. Despite the wide application of the WTFM, remarkably, a validation of this approach against known recharge values has not been previously attempted. This is the goal of the current study, which also compares local recession and master recession curve approaches adopting an exponential function for estimating recharge using the WTFM. Stochastic analysis applying an existing analytical solution to water table fluctuations from intermittent recharge was used to produce 1000 hypothetical hydrographs. From these, WTFM-based recharge was estimated for three recession periods of differing lengths, producing 6000 estimates of recharge (1000 simulations, two recession curve approaches, three recharge-recession events). The WTFM produced an average under-estimation error of 14%. The WTFM is more likely to obtain recharge errors within 5% of the true value using the master recession curve approach. This study demonstrates the need to revise the WTFM to eliminate bias, especially in the extrapolation of antecedent recession curves.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104821"},"PeriodicalIF":4.0,"publicationDate":"2024-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142445456","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}
引用次数: 0
Electrical conductivity model for reactive porous media under partially saturated conditions with hysteresis effects 具有滞后效应的部分饱和条件下活性多孔介质的导电模型
IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES Pub Date : 2024-09-12 DOI: 10.1016/j.advwatres.2024.104815
Mariangeles Soldi , Flore Rembert , Luis Guarracino , Damien Jougnot
The electrical conductivity of a porous medium is strongly controlled by the structure of the medium at the microscale as the pore configuration governs the distribution of the conductive fluid. The pore structure thus plays a key role since different geometries translate in variations of the fluid distribution, causing different behaviors measurable at the macroscale. In this study, we present a new physically-based analytical model derived under the assumption that the pore structure can be represented by a bundle of tortuous capillary tubes with periodic variations of their radius and a fractal distribution of pore sizes. By upscaling the microscale properties of the porous medium, we obtain expressions to estimate the total and relative electrical conductivity. The proposed pore geometry allows us to include the hysteresis phenomenon in the electrical conductivity estimates. The variations on these estimates caused by pore structure changes due to reactive processes are accounted by assuming a uniform dissolution of the pores. Under this hypothesis, we describe the evolution of the electrical conductivity during reactive processes. The expressions of the proposed model have been tested with published data from different soil textures, showing a satisfactory agreement with the experimental data. Hysteretic behavior and mineral dissolution are also successfully addressed. By including hysteresis and mineral dissolution/precipitation in the estimates of the electrical conductivity, this new analytical model presents an improvement as it relates those macroscopic physical phenomena to its origins at the microscale. This opens up exciting possibilities for studies involving electrical conductivity measurements to monitor water movement, and hysteretic and reactive processes in porous media.
多孔介质的导电性在微观上受介质结构的强烈控制,因为孔隙结构决定了导电流体的分布。因此,孔隙结构起着关键作用,因为不同的几何结构会导致流体分布的变化,从而引起在宏观尺度上可测量到的不同行为。在本研究中,我们提出了一种新的基于物理的分析模型,该模型的假设前提是孔隙结构可以用一束迂回的毛细管来表示,毛细管的半径呈周期性变化,孔隙大小呈分形分布。通过放大多孔介质的微尺度特性,我们得到了估算总电导率和相对电导率的表达式。所提出的孔隙几何形状使我们能够将滞后现象纳入电导率估算中。我们假定孔隙均匀溶解,从而考虑到反应过程引起的孔隙结构变化对这些估计值造成的影响。根据这一假设,我们描述了反应过程中导电率的演变。我们用不同土壤质地的公开数据对所提出模型的表达式进行了测试,结果显示与实验数据的一致性令人满意。我们还成功地解决了滞后行为和矿物溶解问题。通过将滞后和矿物溶解/沉淀纳入电导率的估算中,这个新的分析模型将这些宏观物理现象与微观尺度的起源联系起来,从而实现了改进。这为涉及电导率测量以监测多孔介质中的水运动、滞后和反应过程的研究提供了令人兴奋的可能性。
{"title":"Electrical conductivity model for reactive porous media under partially saturated conditions with hysteresis effects","authors":"Mariangeles Soldi ,&nbsp;Flore Rembert ,&nbsp;Luis Guarracino ,&nbsp;Damien Jougnot","doi":"10.1016/j.advwatres.2024.104815","DOIUrl":"10.1016/j.advwatres.2024.104815","url":null,"abstract":"<div><div>The electrical conductivity of a porous medium is strongly controlled by the structure of the medium at the microscale as the pore configuration governs the distribution of the conductive fluid. The pore structure thus plays a key role since different geometries translate in variations of the fluid distribution, causing different behaviors measurable at the macroscale. In this study, we present a new physically-based analytical model derived under the assumption that the pore structure can be represented by a bundle of tortuous capillary tubes with periodic variations of their radius and a fractal distribution of pore sizes. By upscaling the microscale properties of the porous medium, we obtain expressions to estimate the total and relative electrical conductivity. The proposed pore geometry allows us to include the hysteresis phenomenon in the electrical conductivity estimates. The variations on these estimates caused by pore structure changes due to reactive processes are accounted by assuming a uniform dissolution of the pores. Under this hypothesis, we describe the evolution of the electrical conductivity during reactive processes. The expressions of the proposed model have been tested with published data from different soil textures, showing a satisfactory agreement with the experimental data. Hysteretic behavior and mineral dissolution are also successfully addressed. By including hysteresis and mineral dissolution/precipitation in the estimates of the electrical conductivity, this new analytical model presents an improvement as it relates those macroscopic physical phenomena to its origins at the microscale. This opens up exciting possibilities for studies involving electrical conductivity measurements to monitor water movement, and hysteretic and reactive processes in porous media.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"193 ","pages":"Article 104815"},"PeriodicalIF":4.0,"publicationDate":"2024-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142419710","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}
引用次数: 0
期刊
Advances in Water Resources
全部 Acc. Chem. Res. ACS Applied Bio Materials ACS Appl. Electron. Mater. ACS Appl. Energy Mater. ACS Appl. Mater. Interfaces ACS Appl. Nano Mater. ACS Appl. Polym. Mater. ACS BIOMATER-SCI ENG ACS Catal. ACS Cent. Sci. ACS Chem. Biol. ACS Chemical Health & Safety ACS Chem. Neurosci. ACS Comb. Sci. ACS Earth Space Chem. ACS Energy Lett. ACS Infect. Dis. ACS Macro Lett. ACS Mater. Lett. ACS Med. Chem. Lett. ACS Nano ACS Omega ACS Photonics ACS Sens. ACS Sustainable Chem. Eng. ACS Synth. Biol. Anal. Chem. BIOCHEMISTRY-US Bioconjugate Chem. BIOMACROMOLECULES Chem. Res. Toxicol. Chem. Rev. Chem. Mater. CRYST GROWTH DES ENERG FUEL Environ. Sci. Technol. Environ. Sci. Technol. Lett. Eur. J. Inorg. Chem. IND ENG CHEM RES Inorg. Chem. J. Agric. Food. Chem. J. Chem. Eng. Data J. Chem. Educ. J. Chem. Inf. Model. J. Chem. Theory Comput. J. Med. Chem. J. Nat. Prod. J PROTEOME RES J. Am. Chem. Soc. LANGMUIR MACROMOLECULES Mol. Pharmaceutics Nano Lett. Org. Lett. ORG PROCESS RES DEV ORGANOMETALLICS J. Org. Chem. J. Phys. Chem. J. Phys. Chem. A J. Phys. Chem. B J. Phys. Chem. C J. Phys. Chem. Lett. Analyst Anal. Methods Biomater. Sci. Catal. Sci. Technol. Chem. Commun. Chem. Soc. Rev. CHEM EDUC RES PRACT CRYSTENGCOMM Dalton Trans. Energy Environ. Sci. ENVIRON SCI-NANO ENVIRON SCI-PROC IMP ENVIRON SCI-WAT RES Faraday Discuss. Food Funct. Green Chem. Inorg. Chem. Front. Integr. Biol. J. Anal. At. Spectrom. J. Mater. Chem. A J. Mater. Chem. B J. Mater. Chem. C Lab Chip Mater. Chem. Front. Mater. Horiz. MEDCHEMCOMM Metallomics Mol. Biosyst. Mol. Syst. Des. Eng. Nanoscale Nanoscale Horiz. Nat. Prod. Rep. New J. Chem. Org. Biomol. Chem. Org. Chem. Front. PHOTOCH PHOTOBIO SCI PCCP Polym. Chem.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1