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楊林燕
發布時間:2019-02-22   訪問次數:10726

楊林燕,副教授,環境工程系副主任

聯系方式:
地址:上海市梅隴路130號👉🏽📧,EON4注册
電話: /
Email
🕹:lyyang@ecust.edu.cn

個人簡介:

楊林燕👮🏻,女🫙,博士🦶,任職於EON4娱乐,現任副教授、環境工程系副主任、碩士生導師。專註於復雜水體汙染控製理論與技術方面的研究,包括復雜水質環境下納濾和反滲透膜微汙染物控製規律和損傷機理、高有機物含量廢水中痕量抗生素和激素類物質的去除技術與機理✋🏌🏻、高鹽高毒性復雜體系化工廢水的梯度處理技術開發與工藝優化等🦹🏻。在Environmental Science & TechnologyWater Research🧑🏽‍🔬、Chemical Engineering Journal等權威期刊累計發表學術論文四十余篇,JCR 1區期刊論文占比約80%,申請國內發明專利6項、國際專利1項,授權國內發明專利2項,榮獲EON4注册青年英才培育計劃(A類)和EON4娱乐優秀青年教師(科研類)榮譽稱號。

研究方向👆🏻:

  1. 雜水質環境下納濾和反滲透膜微汙染物控製規律和損傷機理

  2. 高有機物含量廢水中痕量抗生素和激素類物質的去除技術與機理

  3. 鹽高毒性復雜體系化工廢水的梯度處理技術開發與工藝優化

主要經歷🆖:

  1. 2023.01-至今,EON4注册👮🏻🧜🏽‍♂️,EON4娱乐🧩,副教授

  2. 2018.04-2022.12👩🏼‍🔧👨🏿‍🚀,EON4注册,EON4娱乐🌀🏐,講師

  3. 2014.05-2014.08👩🏽‍💻,德國圖賓根大學,訪問學生

  4. 2013.08-2017.08,新加坡南洋理工大學,環境工程👇🏿,博士

  5. 2012.11-2013.08🤱🏽,新加坡南洋理工大學,研究助理

  6. 2007.09-2011.06,河海大學,給排水工程🧝🏻‍♀️,學士

教學情況:

  1. 廢水治理理論與現代技術

  2. 環境工程實驗

  3. 環境科學與工程概論

  4. 畢業論文(設計)

學術兼職:

/

各類榮譽及獲獎🦂:

  1. 2013年,新加坡政府授予“全額博士獎學金”

  2. 2014年,德國政府授予“Baden-Württemberg Stipendium獎學金”

  3. 2018,EON4娱乐青年教師授課大賽二等獎

  4. 2019年,EON4娱乐青年教師授課大賽二等獎

  5. 2020年,EON4娱乐優秀青年教師

  6. 2020年,EON4注册青年英才培育計劃(A類)

  7. 2021年,全國石油和化工教育優秀教學團隊

承擔課題:

  1. 國家自然科學基金青年項目👨🏻‍🎨,聚酰胺膜消毒損傷機製及其誘導的水處理效應研究🌲,521000852022/01-2024/12,主持🤚🏻。

  2. 上海市自然科學基金面上項目🕙,膜法去除泳池水中高濃度高毒性汙染物的基質效應及損傷機理研究👷💂,19ZR14128002019/07-2022/06,主持👮🏿‍♂️🦴。

近年代表性論文:


  1. Zhao, H., Yang, L.*, Chen, X., Sheng, M., Cao, G., Cai, L., Meng, S. and Tang, C.Y., 2021. Degradation of polyamide nanofiltration membranes by bromine: changes of physiochemical properties and filtration performance. Environmental Science & Technology 55(9), 6329-6339.

  2. Chen, X.*, Yang, L., Sun, J., Wei, W., Liu, Y. and Ni, B.-J.*, 2020. Influences of longitudinal heterogeneity on nitrous oxide production from membrane-aerated biofilm reactor: a modeling perspective. Environmental Science & Technology54(17), 10964-10973.

  3. Yang, L., Schmalz, C., Zhou, J., Zwiener, C., Chang, V.W.C.*, Ge, L., Wan, M.P., 2016. An insight of disinfection by-product (DBP) formation by alternative disinfectants for swimming pool disinfection under tropical conditions. Water Research 101, 535-546.

  4. Yang, L., She, Q., Wan, M.P., Wang, R., Chang, V.W.C.*, Tang, C.Y.*, 2017. Removal of haloacetic acids from swimming pool water by reverse osmosis and nanofiltration. Water Research 116, 116-125.

  5. Yang, L., Zhou, J., She, Q., Wan, M.P., Wang, R., Chang, V.W.C.*, Tang, C.Y.*, 2017. Role of calcium ions on the removal of haloacetic acids from swimming pool water by nanofiltration: mechanisms and implications. Water Research 110, 332-341.

  6. Chen, X., Li, F., Huo, P., Liu, J., Yang, L., Li, X., Wei, W. and Ni, B.-J., 2022. Influences of longitudinal gradients on methane-driven membrane biofilm reactor for complete nitrogen removal: A model-based investigation. Water Research 220, 118665.

  7. Yang, L., Chen, X., She, Q., Cao, G., Liu, Y., Chang, V.W.C.*, Tang, C.Y.*, 2018. Regulation, formation, exposure, and treatment of disinfection by-products (DBPs) in swimming pool waters: a critical review. Environment International 121, 1039-1057.

  8. Xie, Y., Yang, L.*, Chen, X., Zhao, H., Cao, G., Li, X., Bai, L., Meng, S. and Wang, R., 2022. The role of iron present in water environment in degradation of polyamide membranes by free chlorine. Journal of Membrane Science 651, 120458.

  9. Zhao, H., Yang, L.*, Chen, X., Wang, J., Bai, L., Cao, G., Cai, L. and Tang, C.Y., 2023. Reactivity of various brominating agents toward polyamide nanofiltration membranes. Separation and Purification Technology 305, 122490.

  10. Yang, L.*, X. Liang, Y. Han, Y. Cai, H. Zhao, M. Sheng, and G. Cao*., 2019. The coupling use of advanced oxidation processes and sequencing batch reactor to reduce nitrification inhibition of industry wastewater: Characterization and optimization. Chemical Engineering Journal 360, 1577-1586.

  11. Zhao, H., Yang, L.*, Chen, X., Cai, L.*, Li, Y., Sheng, M., Cao, G. and She, Q. (2021) Magnesium-Induced Variation of Polyamide Membrane Behavior for the Treatment of Haloacetic Acids in Swimming Pool Waters. ACS ES&T Water 1(2), 346-355





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