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[1]吴 勇,杜 娟,翁云华.地下水非稳定流的灵敏度分析[J].成都信息工程大学学报,2017,(01):102-106.[doi:10.16836/j.cnki.jcuit.2017.01.018]
 WU Yong,DU Juan,WENG Yun-hua.Analytical Sensitivity Analysis of Transient Groundwater Flow[J].Journal of Chengdu University of Information Technology,2017,(01):102-106.[doi:10.16836/j.cnki.jcuit.2017.01.018]
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地下水非稳定流的灵敏度分析

参考文献/References:

[1] 张蔚榛.地下水非稳定流计算和地下水资源评估[M].武汉:武汉大学出版社,2013.
[2] Butler J, W Liu. Pumping tests in non-uniform aquifers: The radially asymmetric case[J].Water Resources,1993,29(2):259-269.
[3] Butler J,W Z Liu. Pumping tests in non-uniform aquifers the linear strip case[J].Hydraul,1991,128(1):69-99.
[4] Carrera J,A Medina.An improved form of adjoint state equations for transient problems, in X International Conference on Computational Methods [J].Water Resources, 1994,14(3):451-459.
[5] Zhu Yeh. Characterization of aquifer heterogeneity using transient hydraulic tomography[J].Water Resources,2010,11(3),41.
[6] Yeh. Review of parameter identification procedures in groundwater hydrology: The inverse problems[J],Water Resources,1986,22(2):95-108.
[7] Sykes,Wilson,Andrews. Sensitivity analysis for steady state groundwater flow using adjoint operators[J].Water Resources.,1985,21(3):359-371.
[8] Sun Yeh. A temporal sampling strategy for hydraulic tomography analysis[J].Water Resources,2013, 49:3881-3896.
[9] Sun,Yeh. A stochastic inverse solution for transient groundwater flow: Parameter identification and reliability analysis[J].Water Resources,1992, 28(12):3269-3280.
[10] Sun Yeh. Identification of parameter structure in groundwater inverse problems[J].Water Resources,1985, 21(6):869-883.
[11] Piasecki,Katopodes. Control of contaminant releases in rivers adjoint sensitivity analysis[J].Hydraul,1997, 123(6):486-492.
[12] Mazzilli, Guinot,H Jourde. Sensitivity analysis of two-dimensional steady-state aquifer flow equations. Implications for groundwater flow model calibration and validation[J].Water Resources, 2010,33(8):905-922.
[13] Mao,Yeh, Wan.Cross-correlation analysis and information content of observed heads during pumping in unconfined aquifers[J].Water Resources,2013,49:713-731.
[14] Mao,Yeh, Joint interpretation of sequential pumping tests in unconfined aquifers[J].Water Resources, 2013,49:1782-1796.
[15] Leven C,P Dietrich. What information can we get from pumping tests-comparing pumping test configurations using sensitivity Coefficients[J].Hydraul, 2006,319(1):199-215.
[16] Kabala.Sensitivity analysis of a pumping test on a well with wellbore storage and skin[J]. Water Resources, 2001,24(5):483-504.

备注/Memo

收稿日期:2016-06-08 基金项目:国家自然科学基金资助项目(11171046); 地质灾害防治与地质环境保护国家重点实验室自主研究课题资助项目(SKLGP2009 Z006); 四川省科技计划项目资助项目(2013HH0041)

更新日期/Last Update: 2017-01-20