Ground water最新文献_第2页

Transience of Coastal Water Table Rise in Response to Sea-Level Rise. 海平面上升对沿海地下水位上升的响应

Ground water Pub Date : 2025-05-02 DOI: 10.1111/gwat.13489

Amandine L Bosserelle, Leanne K Morgan

{"title":"Transience of Coastal Water Table Rise in Response to Sea-Level Rise.","authors":"Amandine L Bosserelle, Leanne K Morgan","doi":"10.1111/gwat.13489","DOIUrl":"https://doi.org/10.1111/gwat.13489","url":null,"abstract":"Coastal shallow groundwater is susceptible to adverse sea-level rise (SLR) impacts. Existing research primarily focuses on SLR-induced salinization of coastal aquifers. There is limited understanding of the magnitudes and rates of water table rise in response to SLR, which could lead to groundwater flooding and associated infrastructure challenges. This study used a variable-density groundwater flow model to quantify the transient movement of the water table in response to various SLR scenarios and rates, considering a range of aquifer parameters for both fixed-head and fixed-flux inland boundary conditions. The SLR scenario based on realistic and progressive SLR projections resulted in a smaller water table rise than the instantaneous or gradual SLR scenarios at 100 years, despite a final identical SLR. Rates of water table rise were always less than SLR, decreased with distance from the coastline, and were proportional to SLR. The magnitude and rate of water table rise in response to SLR were largest for fixed-flux conditions. It also took longer for the rate of water table rise to equilibrate after the commencement of SLR for fixed-flux conditions than for fixed-head conditions. As such, fixed-flux conditions represent a greater hazard for water table rise, and the maximum impact may not be experienced for decades. This delayed response poses challenges to planners and managers of coastal groundwater systems. Introducing a drain reduced water table rise more on the inland side of the drain than on the coastal side. Subsurface infrastructure may limit SLR impacts, but further effects need to be carefully considered.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2025-05-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144060614","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Comparing Physics-Based, Conceptual and Machine-Learning Models to Predict Groundwater Levels by BMA. 比较基于物理、概念和机器学习的BMA预测地下水位模型。

Ground water Pub Date : 2025-04-21 DOI: 10.1111/gwat.13487

Thomas Wöhling, Alvaro Oliver Crespo Delgadillo, Moritz Kraft, Anneli Guthke

{"title":"Comparing Physics-Based, Conceptual and Machine-Learning Models to Predict Groundwater Levels by BMA.","authors":"Thomas Wöhling, Alvaro Oliver Crespo Delgadillo, Moritz Kraft, Anneli Guthke","doi":"10.1111/gwat.13487","DOIUrl":"https://doi.org/10.1111/gwat.13487","url":null,"abstract":"Groundwater level observations are used as decision variables for aquifer management, often in conjunction with models to provide predictions for operational forecasting. In this study, we compare different model classes for this task: a spatially explicit 3D groundwater flow model (MODFLOW), an eigenmodel, a transfer-function model, and three machine learning models, namely, multi-layer perceptron models, long short-term memory models, and random forest models. The models differ widely in their complexity, input requirements, calibration effort, and run-times. They are tested on four groundwater level time series from the Wairau Aquifer in New Zealand to investigate the potential of the data-driven approaches to outperform the MODFLOW model in predicting individual target wells. Further, we wish to reveal whether the MODFLOW model has advantages in predicting all four wells simultaneously because it can use the available information in a physics-based, integrated manner, or whether structural limitations spoil this effect. Our results demonstrate that data-driven models with low input requirements and short run-times are competitive candidates for local groundwater level predictions even for system states that lie outside the calibration data range. There is no \"single best\" model that performs best in all cases, which motivates ensemble forecasting with different model classes using Bayesian model averaging. The obtained Bayesian model weights clearly favor MODFLOW when targeting all wells simultaneously, even though the competing approaches had the chance to fine-tune for each tested well individually. This is a remarkable result that strengthens the argument for physics-based approaches even for seemingly \"simple\" groundwater level prediction tasks.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2025-04-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144063601","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Quantification and Analysis of Hydrograph Behavior Using Groundwater Signatures. 基于地下水特征的水文曲线行为量化与分析。

Ground water Pub Date : 2025-04-17 DOI: 10.1111/gwat.13486

Raoul A Collenteur, Martin A Vonk, Ezra Haaf

{"title":"Quantification and Analysis of Hydrograph Behavior Using Groundwater Signatures.","authors":"Raoul A Collenteur, Martin A Vonk, Ezra Haaf","doi":"10.1111/gwat.13486","DOIUrl":"https://doi.org/10.1111/gwat.13486","url":null,"abstract":"The study of hydraulic head changes over time is a common task for groundwater hydrologists. Groundwater signatures are numerical metrics, or statistical aggregates, that quantify the behavior observed in hydraulic head hydrographs. Signatures can be helpful in a number of classical hydrological tasks, such as hydrograph classification, clustering, change detection, and model evaluation, selection, and calibration. Despite the potential benefits of using signatures in groundwater studies, their application has not yet been thoroughly explored. To support research into the application of signatures in groundwater studies, we introduce the new groundwater signatures module from the Pastas software. The signatures module is written in Python, fully tested and documented, and available as open-source software under the MIT license. In this paper, it is shown how the signatures are tested and can be used in practical applications through two examples. In the first example, signatures are used to characterize and cluster monitoring wells in a nationwide monitoring network in Switzerland. In the second example, signatures are used to evaluate how well different groundwater model structures simulate the heads. Future research opportunities involving groundwater signatures are discussed.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2025-04-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144055124","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

A New Explicit Solver for MODFLOW Enabling Small Time Step Simulations. 一种新的MODFLOW显式求解器，支持小时间步长模拟。

Ground water Pub Date : 2025-04-09 DOI: 10.1111/gwat.13483

Babak Azari, Brian Waldron, Farhad Jazaei

{"title":"A New Explicit Solver for MODFLOW Enabling Small Time Step Simulations.","authors":"Babak Azari, Brian Waldron, Farhad Jazaei","doi":"10.1111/gwat.13483","DOIUrl":"https://doi.org/10.1111/gwat.13483","url":null,"abstract":"Surface water (SW) and groundwater (GW) models, such as MODFLOW and HEC-RAS, have been explored to simulate the complexities of SW-GW interactions. However, individual models are not capable of capturing the full complexity of these interactions. To overcome individual models' shortcomings, researchers introduced the model coupling concept. This concept helps compensate for each individual model's shortcomings and incorporates the models' advantages. However, challenges arise from temporal scale disparities between SW and GW models. To tackle the temporal scale issue, this study introduces the novel explicit solver (EXP1) for MODFLOW 2005, enabling GW modeling using small time steps matching SW models (i.e., 15 min) by reducing runtime and computational burden. The EXP1 solver incorporates an integrated stability criterion to ensure the stability of explicit schemes, and it was systematically evaluated against the Preconditioned Conjugate Gradient (PCG) solver across various scenarios, including a 1-dimensional, 2-dimensional, and a vast 3-dimensional model. Results demonstrated the efficiency and accuracy of EXP1 in predicting groundwater heads and water budget, along with considerably reduced runtimes of up to 33% compared with the PCG solver, with less than 0.4% discrepancy in the water budget. These findings underscore the effectiveness of EXP1 in facilitating groundwater small time step simulations and bridging the temporal scale gap between SW and GW models.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2025-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143813253","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Breakthrough Curve Separation Using Applied Solute Tracers. 应用溶质示踪剂的突破曲线分离。

Ground water Pub Date : 2025-03-18 DOI: 10.1111/gwat.13480

Charles J Paradis, Rakiba Sultana, Martin A Dangelmayr, Raymond H Johnson, Ronald D Kent

{"title":"Breakthrough Curve Separation Using Applied Solute Tracers.","authors":"Charles J Paradis, Rakiba Sultana, Martin A Dangelmayr, Raymond H Johnson, Ronald D Kent","doi":"10.1111/gwat.13480","DOIUrl":"https://doi.org/10.1111/gwat.13480","url":null,"abstract":"The separation of advection and dispersion from the breakthrough curve of a potentially reactive solute can help determine if reactive transport mechanisms occurred. This is typically done by solving the advection-dispersion equation and fitting the breakthrough curve of an applied non-reactive solute tracer by adjusting groundwater velocity and the dispersion coefficient; the values of velocity and dispersion are then applied to the breakthrough curve of the potentially reactive solute, and any residuals can be fitted with the appropriate reactive transport mechanisms. A simpler approach is to plot the dimensionless relative concentrations of the non-reactive and reactive solutes on the same breakthrough curves; thus, any differences between the two curves can be attributed to reactive transport. The method proposed here can allow for separating advection and dispersion from the breakthrough curve of a potentially reactive solute based on data only, as opposed to model-derived fitting of groundwater velocity and dispersion, all while preserving the true concentration, as opposed to the dimensionless relative concentration, of the potentially reactive solute. A new measure of overall solute reactivity is also introduced that summates relative temporal moments to quantify and rank the reactivity of a suite of solutes. The method is described and applied to numerical model simulations and field tracer data to demonstrate its utility for combined visual-quantitative breakthrough curve separation to better characterize reactive solute transport in applied tracer studies.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2025-03-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143652875","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Hydrogeologic Heterogeneity Impacts on Fresh-Saltwater Interaction in Jeju Volcanic Island, Korea. 韩国济州火山岛水文地质非均质性对淡水-盐水相互作用的影响

Ground water Pub Date : 2025-03-10 DOI: 10.1111/gwat.13472

Chang-Seong Koh, Eun-Hee Koh, Won-Bae Park, Min-Choel Kim

{"title":"Hydrogeologic Heterogeneity Impacts on Fresh-Saltwater Interaction in Jeju Volcanic Island, Korea.","authors":"Chang-Seong Koh, Eun-Hee Koh, Won-Bae Park, Min-Choel Kim","doi":"10.1111/gwat.13472","DOIUrl":"https://doi.org/10.1111/gwat.13472","url":null,"abstract":"Jeju volcanic island of South Korea is characterized by hydrogeological heterogeneity, which has resulted in complex environments in a coastal aquifer system. The shape of the fresh-saltwater transition zone (FSTZ) and depth-dependent tidal influences on fresh-saltwater interaction in the eastern part of Jeju Island were examined by assessing geological logs from drilling cores, vertical profiles of specific conductance (SC) and temperature from geophysical logging, and performing time series analysis of groundwater level and multi-depth SC (collected from multiple sensors installed at various borehole depths). A sharp interface and step-like FSTZ were developed in the hyaloclastite and lava layers, respectively. The tidal influences on groundwater levels were highly associated with the distance from the coastline; however, SC data revealed different responses to tidal changes according to depth. Based on these data, we propose a conceptual hydrogeological model that incorporates different volcanic structures, including hyaloclastite and lava layers. Conduit flow through the highly permeable hyaloclastite layers led to the development of a sharp interface of FSTZ and disturbed the tidal signals on SC by acting as a preferential pathway for fast and abundant fresh groundwater discharge. Conversely, in the lava layers characterized by the successive formation of high- and low-permeability layers, boundary flows in the geological boundaries created a step-like FSTZ and showed a relatively high association between the tide and SC. This study highlights the crucial role of hydrogeological heterogeneity in determining the complex behaviors of fresh-saltwater interactions in the coastal aquifers of volcanic regions.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2025-03-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143588974","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

ARCHI: A New R Package for Automated Imputation of Regionally Correlated Hydrologic Records. ARCHI：用于区域相关水文记录自动估算的新 R 软件包。

Ground water Pub Date : 2025-02-28 DOI: 10.1111/gwat.13474

Zeno F Levy, Robin L Glas, Timothy J Stagnitta, Neil Terry

{"title":"ARCHI: A New R Package for Automated Imputation of Regionally Correlated Hydrologic Records.","authors":"Zeno F Levy, Robin L Glas, Timothy J Stagnitta, Neil Terry","doi":"10.1111/gwat.13474","DOIUrl":"https://doi.org/10.1111/gwat.13474","url":null,"abstract":"Missing data in hydrological records can limit resource assessment, process understanding, and predictive modeling. Here, we present ARCHI (Automated Regional Correlation Analysis for Hydrologic Record Imputation), a new, open-source software package in R designed to aggregate, impute, cluster, and visualize regionally correlated hydrologic records. ARCHI imputes missing data in \"target\" records by linear regression using more complete \"reference\" records as predictors. Automated imputation is implemented using a novel, iterative algorithm that allows each site to be considered a target or reference for regression, growing the pool of complete references with each imputed record until viable gap-filling ceases. Users can limit artifacts from spurious correlations by specifying model-acceptance criteria and applying geospatial, correlation, and group-based filters to control reference selection. ARCHI provides additional functions for visualizing results, clustering records with similar correlation structures, evaluating holdout data, and interactive parameterization with an accessible and intuitive graphical user interface (GUI). This methods brief provides an overview of the ARCHI package, modeling guidelines, and benchmarking on two regional groundwater-level datasets from the Central Valley, CA and Long Island, NY. We evaluate ARCHI alongside widely used multivariate imputation software to highlight and contextualize its computational efficiency, imputation accuracy, and model transparency when applied to large, groundwater-level datasets.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2025-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143525587","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

The influence of clay zones on land subsidence from groundwater pumping. 黏土带对抽水地面沉降的影响。

IF 2.6

Ground water Pub Date : 2013-01-01 Epub Date: 2012-04-26 DOI: 10.1111/j.1745-6584.2012.00943.x

Muniram Budhu, Ibrahim Adiyaman

{"title":"The influence of clay zones on land subsidence from groundwater pumping.","authors":"Muniram Budhu, Ibrahim Adiyaman","doi":"10.1111/j.1745-6584.2012.00943.x","DOIUrl":"https://doi.org/10.1111/j.1745-6584.2012.00943.x","url":null,"abstract":"The objective of this article is to analyze the influence of clay zones on subsidence from groundwater pumping. Finite element analyses were conducted on a sand-only aquifer and a sand aquifer with two clay zones located at different distances from the well face. A model that accounts for recoverable and nonrecoverable strains was used to simulate the sand and clay. This model couples the groundwater flow with the stress-deformation response of the aquifer materials. Each aquifer was pumped from a single well for a period of 6 months, and then the groundwater level was lowered gradually to an elevation below the elevation of the clay zones and kept there for 10 years. The groundwater level was then raised gradually back to the original elevation over a period of 10 years. The results of the analyses show that the ground surface subsidence profile is strongly influenced by the presence of the clays zones. The ground surface sags where these clay zones are present resulting in a wavy ground surface profile. Subsidence continued when pumping is stopped, albeit at a much slower rate than during pumping, and when the groundwater level is below the elevation of the clay zones. Clay zones further away from the well face lag the subsidence of clay zones nearer the well face because of lower changes in hydrostatic head. Sags in ground surface subsidence profile from groundwater pumping are indicators of the presence of low hydraulic conductive geological materials.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":"51-7"},"PeriodicalIF":2.6,"publicationDate":"2013-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1111/j.1745-6584.2012.00943.x","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"40185539","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 31

Arsenic removal from natural groundwater using cupric oxide. 利用氧化铜去除天然地下水中的砷。

IF 2.6

Ground water Pub Date : 2013-01-01 Epub Date: 2012-03-30 DOI: 10.1111/j.1745-6584.2012.00926.x

K J Reddy, T R Roth

{"title":"Arsenic removal from natural groundwater using cupric oxide.","authors":"K J Reddy, T R Roth","doi":"10.1111/j.1745-6584.2012.00926.x","DOIUrl":"https://doi.org/10.1111/j.1745-6584.2012.00926.x","url":null,"abstract":"Groundwater is a main source of drinking water for some rural areas. People in these rural areas are potentially at risk from elevated levels of arsenic (As) due to a lack of water treatment facilities. The objectives of this study were to (1) measure As concentrations in approximately 50 groundwater samples from rural domestic wells in the western United States, (2) explore the potential of cupric oxide (CuO) particles in removal of As from groundwater samples under natural conditions (i.e., without adding competing anions and adjusting the pH or oxidation state), and (3) determine the effects of As removal on the chemistry of groundwater samples. Forty-six groundwater well samples from rural domestic areas were tested in this study. More than 50% of these samples exceeded the U.S. Environmental Protection Agency Maximum Contaminant Limit (US EPA MCL) of 10 µg/L for As. CuO particles effectively removed As from groundwater samples across a wide range of pH (7.11 and 8.95) and concentrations of competing anions including phosphate (<0.05 to 3.06 mg/L), silica (<1 to 54.5 mg/L), and sulfate (1.3 to 735 mg/L). Removal of As showed minor effects on the chemistry of groundwater samples, therefore most of the water quality parameters remained within the US EPA MCLs. Overall, results of this study could help develop a simple one-step process to remove As from groundwater.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":"83-91"},"PeriodicalIF":2.6,"publicationDate":"2013-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1111/j.1745-6584.2012.00926.x","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"40203374","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 32

Grid refinement in Cartesian coordinates for groundwater flow models using the divergence theorem and Taylor's series. 利用散度定理和泰勒级数在笛卡尔坐标下对地下水流动模型进行网格细化。

IF 2.6

Ground water Pub Date : 2013-01-01 Epub Date: 2012-03-12 DOI: 10.1111/j.1745-6584.2012.00924.x

M M Mansour, A E F Spink

{"title":"Grid refinement in Cartesian coordinates for groundwater flow models using the divergence theorem and Taylor's series.","authors":"M M Mansour, A E F Spink","doi":"10.1111/j.1745-6584.2012.00924.x","DOIUrl":"https://doi.org/10.1111/j.1745-6584.2012.00924.x","url":null,"abstract":"Grid refinement is introduced in a numerical groundwater model to increase the accuracy of the solution over local areas without compromising the run time of the model. Numerical methods developed for grid refinement suffered certain drawbacks, for example, deficiencies in the implemented interpolation technique; the non-reciprocity in head calculations or flow calculations; lack of accuracy resulting from high truncation errors, and numerical problems resulting from the construction of elongated meshes. A refinement scheme based on the divergence theorem and Taylor's expansions is presented in this article. This scheme is based on the work of De Marsily (1986) but includes more terms of the Taylor's series to improve the numerical solution. In this scheme, flow reciprocity is maintained and high order of refinement was achievable. The new numerical method is applied to simulate groundwater flows in homogeneous and heterogeneous confined aquifers. It produced results with acceptable degrees of accuracy. This method shows the potential for its application to solving groundwater heads over nested meshes with irregular shapes.","PeriodicalId":94022,"journal":{"name":"Ground water","volume":" ","pages":"66-75"},"PeriodicalIF":2.6,"publicationDate":"2013-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1111/j.1745-6584.2012.00924.x","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"40157281","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 3