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【汪家权】研究生导师钱家忠:合肥工业大学

分类:考研 日期:2017-08-11 分享到
姓  名 钱家忠 性  别 出生年月
所在院校 合肥工业大学 所在院系 资源与环境工程学院
职称 教授 招生专业
研究领域 (1)基岩裂隙介质地下水运动及溶质运移机理与模拟; (2)地下水资源评价与管理数值模拟模型; (3)水环境地质灾害防治、矿坑水化学特征及水源快速判别信息系统; (4)污染地下水修复、湿地地下水循环及其环境功能机理与模拟
联系方式 E-mail qjiazhong@gmail.com 电 话 0551******* 邮 编 230009
地 址 安徽省合肥市屯溪路193号合肥工业大学资源与环境工程学院
获得奖项
  荣获第六届“安徽省优秀青年科技创新奖”,2007.6;
科研成果《盐城市地质灾害防治勘察报告》获2005年度江苏省优秀工程咨询成果优秀奖;
科研成果《济南市岩溶地下水开发利用与泉群保护研究》. 获2003年度山东省水利科学技术进步壹等奖;
科研成果《中国北方裂隙岩溶水资源和水污染研究  荣获第六届“安徽省优秀青年科技创新奖”,2007.6;
科研成果《盐城市地质灾害防治勘察报告》获2005年度江苏省优秀工程咨询成果优秀奖;
科研成果《济南市岩溶地下水开发利用与泉群保护研究》. 获2003年度山东省水利科学技术进步壹等奖;
科研成果《中国北方裂隙岩溶水资源和水污染研究
著作及论文
  1.钱家忠, 汪家权. 我国北方型裂隙岩溶水模拟模型及水环境质量评价. 合肥工业大学出版社,2003.1;
2.汪家权,钱家忠. 水环境系统模拟. 合肥: 合肥工业大学出版社. 2005. 10;
3.钱家忠,黄显怀,周涛发,汪家权等. 环境科学与工程专业英语,合肥:合肥工业大学出版社,2003.11;
4. Qian Jiazhong, Zhan Hongbin, Luo Shaohe, Zhao Weidong. Experimental evidence of scale-dependent hydraulic conductivity for fully developed turbulent flow in a single fracture. Journal of Hydrology, (2007)339,206-215; (SCI)
5.Qian Jiazhong, Zhan Hongbin,Wu Yifeng et al. Perspective of Fractured-Karst Flow on Spring Protection: A Case Study in Jinan, China. Hydrogeology Journal. 2006; (SCI)
6. Qian Jiazhong, Luo Shaohe, Wu Jianfeng, Chen Zhou, Qin Hua. Experimental study of non-Fickian transport in a single sands-filled fracture. Geochimica et Cosmochimica Acta 70 (2006) A511?A513;(SCI)
7. Qian Jiazhong, Liu Yong, Wang Jianhua, et al. Non-LCL and tracer test for groundwater flow in a single fracture, Journal of Hydrodynamics, 2006.(EI);
8.Qian Jiazhong, Zhan Hongbin, Zhao Weidong, et al. Experimental study of turbulent unconfined groundwater flow in a single fracture. Journal of Hydrology, 2005;;(SCI)
9.Qian Jiazhong, Wu Jiafeng, Liu Yong. Experiment study on validity of LCL and critical Re for groundwater flow in a single fracture. GEOCHIMICA ET COSMOCHIMICA ACTA, 69(10):A839-A839,2005;;(SCI)
10.Qian J., Liu Y., Ge X., Wang J.. An assessment model based on AHP for water environmental health risk analysis. Algorithmic Mathematics & Computer Science. 2004;(EI)
11.Qian J., Wu J., Ge X., Zhu X. Characteristics of water env...  1.钱家忠, 汪家权. 我国北方型裂隙岩溶水模拟模型及水环境质量评价. 合肥工业大学出版社,2003.1;
2.汪家权,钱家忠. 水环境系统模拟. 合肥: 合肥工业大学出版社. 2005. 10;
3.钱家忠,黄显怀,周涛发,汪家权等. 环境科学与工程专业英语,合肥:合肥工业大学出版社,2003.11;
4. Qian Jiazhong, Zhan Hongbin, Luo Shaohe, Zhao Weidong. Experimental evidence of scale-dependent hydraulic conductivity for fully developed turbulent flow in a single fracture. Journal of Hydrology, (2007)339,206-215; (SCI)
5.Qian Jiazhong, Zhan Hongbin,Wu Yifeng et al. Perspective of Fractured-Karst Flow on Spring Protection: A Case Study in Jinan, China. Hydrogeology Journal. 2006; (SCI)
6. Qian Jiazhong, Luo Shaohe, Wu Jianfeng, Chen Zhou, Qin Hua. Experimental study of non-Fickian transport in a single sands-filled fracture. Geochimica et Cosmochimica Acta 70 (2006) A511?A513;(SCI)
7. Qian Jiazhong, Liu Yong, Wang Jianhua, et al. Non-LCL and tracer test for groundwater flow in a single fracture, Journal of Hydrodynamics, 2006.(EI);
8.Qian Jiazhong, Zhan Hongbin, Zhao Weidong, et al. Experimental study of turbulent unconfined groundwater flow in a single fracture. Journal of Hydrology, 2005;;(SCI)
9.Qian Jiazhong, Wu Jiafeng, Liu Yong. Experiment study on validity of LCL and critical Re for groundwater flow in a single fracture. GEOCHIMICA ET COSMOCHIMICA ACTA, 69(10):A839-A839,2005;;(SCI)
10.Qian J., Liu Y., Ge X., Wang J.. An assessment model based on AHP for water environmental health risk analysis. Algorithmic Mathematics & Computer Science. 2004;(EI)
11.Qian J., Wu J., Ge X., Zhu X. Characteristics of water environment dynamics and water resources protection in media of fracture-karst in North China. Proceedings of the International Symposium on Water Resources and the Urban Environment. Beijing: China Environmental Science Press, 2003;(EI)
12.钱家忠,李如忠, 汪家权. 城市供水水源地水质健康风险评价. 水利学报,2004
13. 钱家忠,吴剑锋,朱学愚等. 徐州市张集水源地裂隙岩溶水群孔抽水试验研究. 水科学进展,2003
14. 钱家忠,吴剑锋,董洪信,朱学愚. 徐州市张集水源地裂隙岩溶水三维等参有限元模型. 水利学报,2003
15. Qian J.Z, Zhu X.Y., Zhou N.Q., et al.. Study of relationship among evaporation flux of groundwater ,depth of water table and negative pressure head in bare soil. Journal of Hydrodynamics, 2000