个人简介
李雅冰，女，工学博士，主要从事水文地质与环境领域的教学与科研工作，研究方向包括非线性渗流模拟、参数优化与评估、污染物迁移修复等。先后主持国家自然科学基金青年项目、国家资助博士后研究人员计划B档资助、中国科学院特别研究助理资助、中国博士后科学基金面上资助等。已在相关领域发表学术论文20余篇，其中以第一/通讯作者在Water Research、Journal of Hydrology、Hydrological Processes等本领域权威期刊发表SCI论文12篇。
个人资料
- 出生年月： 1994-10-09 00:00:00.0
- 学历： 博士研究生毕业
- 毕业院校： 河海大学
教育经历
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2017.09-2023.06,河海大学,地下水科学与工程,博士
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2021.09-2022.09,The University of British Columbia,联合培养博士
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2013.09-2017.06,河海大学,水文与水资源工程,学士
工作经历
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2026.01-至今,河海大学地球科学与工程学院,教学科研,副研究员
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2023.09-2025.10,中国科学技术大学近代力学系,科研,博士后
科研项目
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1、弱透水层DNAPLs在不同水动力条件下的迁移模式及规律研究,2026.01-2028.12,主持,国家自然科学青年基金
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2、垂向非均质越流含水层系统的非达西渗流及溶质运移规律研究,2024.08-2026.07,主持,国家资助博士后研究人员计划B档
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3、微纳尺度CO2驱油可视化观测与流动机理研究,2025.06-2027.06,主持,中国科学院特别研究助理
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4、垂向非均质越流含水层系统的非线性渗流及溶质运移规律研究,2024.07-2026.06,主持,中国博士后科学基金面上资助
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5、低渗透地层中典型重非水相液体（DNAPLs）的水动力迁移特征及驱动机制研究,2026.01-2027.12,主持,中国科学技术大学青年创新基金
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6、黄渤海沿海地区地下水管理与海水入侵防治研究,2016.07-2020.12,参与,国家重点研发项目
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7、不可或缺和恢复的地下水资源及其计算评价,2016.01-2019.12,参与,国家自然科学基金面上项目
论文
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1、Semi-analytical modeling of transient flow to a partially penetrating variable-discharge well in a complex aquifer-aquitard system,Journal of Hydrology,2026.04,Yabing Li,Zhifang Zhou,Ning Zhang,668: 134967
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2、A multi-scale peridynamic modeling of nonlinear flow in porous-fractured media,Physics of Fluids,2026,Ning Zhang,Yabing Li*,Quan Gu,38: 016614
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3、Regional-Scale Effects of Glacial Till Aquitard Vertical Heterogeneity on Transient Well Flow and Groundwater Budget With Variable Discharge in Leaky Aquifer Systems,Hydrological Processes,2025.05,Yabing Li,Zhifang Zhou,Ning Zhang,39(5): e70147
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4、Fractional derivative method for anomalous aquitard flow in a leaky aquifer system with depth-decaying aquitard hydraulic conductivity,Water Research,2024.02,Yabing Li,Zhifang Zhou,Ning Zhang,249: 120957
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5、Analytical Study on Pumping Induced Well Hydraulics and Groundwater Budget in a Leaky Aquifer System with Vertical Heterogeneity in Aquitard Hydraulic Properties,Acta Geologica Sinica-English Edition,2024.04,Chao Zhuang*,Chenyang Lv,Long Yan,Yabing Li*,98(2): 477-490
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6、 Non-Darcian flow effect on a sinusoidal pumping test in a leaky confined aquifer,Hydrogeology Journal,2023.05,Yabing Li,Zhifang Zhou,Chao Zhuang,31(4): 931-946
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7、Estimating Hydraulic Parameters of Aquifers Using Type Curve Analysis of Pumping Tests with Piecewise-Constant Rates,Water,2023.04,Yabing Li,Zhifang Zhou,Chao Zhuang,15(9): 1661
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8、Effects of exponentially decaying aquitard hydraulic conductivity on well hydraulics and fractions of groundwater withdrawal in a leaky aquifer system,Journal of Hydrology,2022.04,Chao Zhuang,Yabing Li*,Zhifang Zhou,607: 127439
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9、Two-region Darcian and non-Darcian flow towards a well with exponentially decayed rates considering time-dependent critical radius,Journal of Hydrology,2021.10,Yabing Li,Zhifang Zhou,Qi Shen,601: 126712
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10、Non-Darcian effect on a variable-rate pumping test in a confined aquifer,Hydrogeology Journal,2020.12,Yabing Li,Zhifang Zhou,Chao Zhuang,28(8): 2853-286
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11、A Novel Coupled Modeling Approach of UHPC-NC Components Based on Peridynamics,Construction and Building Materials,2025.09,Ning Zhang,Mingliang Chen,Yabing Li*,490: 142500
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12、Parametric studies of ultra-high performance fiber-reinforced concrete components based on an efficient peridynamic modeling approach,Structures,2025.04,Ning Zhang,Ruijie Chang,Yabing Li*,74: 108542
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13、A Type-Curve Method for the Analysis of Pumping Tests with Piecewise-Linear Pumping Rates,Groundwater,2020,Chao Zhuang,Yabing Li,Zhifang Zhou,58(5):788-798
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14、Analysis of deformation and leakage performance of Xiluodu reservoir dam foundation using a coupled two-factor stress-deformation-seepage model,Engineering Geology,2022,Zhifang Zhou,Ziwen Zhou,Yabing Li,310: 106871
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15、Three-dimensional nonlinear flow numerical simulation considering the distribution of interlayer shear weakness zones: a case study in Baihetan hydropower project, China,Bulletin of Engineering Geology and the Environment,2022,Qi Shen,Zhifang Zhou,Yabing Li,81(1): 1-14
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16、基于钻孔高压压水试验非线性流模拟计算错动带渗透参数,工程地质学报,2021,周志芳,王哲,李雅冰,029(001):197-204
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17、一种求解承压含水层水文地质参数的新配线法,河海大学学报,2019,周志芳,王萍,李雅冰,47(1): 6
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