[1]Mayo A W, Bigambo T. Nitrogen transformantion in horizontaql subsurface flow constructed wetlands I:Model development[J]. Physics and Chemistry of the Earth, 2005,30:658-667.
[2]Liang Wei, Wu Zhenbin. Rsearch advances on nitrogen and phosphorus removal in constructed wetlands[J].Environmental Science Development,2000,3：32-37.[梁威, 吴振斌. 人工湿地对污水中氮磷的去除机制研究进展[J]. 环境科学动态, 2000,3：32-37.]
[3]Ji Guodong, Sun Tiehang, Li Shun. Constructed wetlands and its application for industrial wastewater treatment[J]. Chinese Journal of Applied Ecology,2002, 13(2):224-228.[籍国东, 孙铁珩, 李顺. 人工湿地及其在工业废水处理中的应用[J]. 应用生态学报, 2002, 13(2): 224-228.]
[4]Ji Guodong, Sun Tiehang, Chang Shijun. Constructed subsurface flow wetland for treating heavy oil-produced water[J].Environmental Science,2001, 22(4):95-99.[籍国东, 孙铁珩, 常士俊. 地表流构建湿地用于含重油废水的处理[J]. 环境科学, 2001, 22(4):95-99.]
[5]Zhu T, Sikora F J. Ammonium and nitrate removal in vegetabled an un vegetated gravel bed microcosm wetlands[J].Water Science and Technology,1995, 32(3):219-228.
[6]Hafner Sasha D,Jewell William J. Predicting nitrogen and phosphorus removal in wetlands due to detritus accumulation: A simple mechanistic model[J].Ecological Engineering,2006,12:1-8.
[7]Mayo A W, Mutamba J. Effect of HRT on nitrogen removal in a coupled HRP and unplanted subsurface flow gravel bed constructed wetlands[J]. Physics and Chemistry of the Earth,2004,29:1 253-1 257.
[8]Mutamba J. Nitrogen removal in a coupled HRP and subsurface gravel bed constructed wetlands[D]. Department of Water Resources Engineering, University of Dar er Salaam,2002:1-5.
[9]Yao Chonghua. Unit Process of Wastewater Disposal[M]. Beijing: Chemical Industry Press, 2001:103-108,10-11.[姚重华. 废水处理单元过程[M]. 北京: 化学工业出版社, 2001:103-108,10-11.] 
[10]Variga Sawaittayothin,Chongrak Polprasert. Nitrogen mass balance and microbial analysis of constructed wetlands treating municipal landfill leachate[J].Bioresource Technology,2007,98:565-570.
[11]Kadlec R H, Tanner C C, Hally V M. Nitrogen spiraling in subsurface-flow constructed wetlands: Implications for treatment response[J].Ecological Engineering,2005,25:365-381.
[12]Cui Baoshan, Yang Zhifeng. Research advances in wetland ecosystem models[J].Advances in Earth Science,2001, 16(3):352-358.[崔保山,杨志峰.湿地生态系统模型研究进展[J]. 地球科学进展, 2001,16(3):352-358.]
[13]Metcalf, Eddy. Wastewater Engineering: Treatment,Disposal and Reuse[M]. New Delhi: McGraw-Hill Ltd,1995:12-15.
[14]Li Yunzhu, Li Baoguo. Solute Transportation in Soil[M]. Beijing: Science Press, 1998:304-309.[李韵珠, 李保国.土壤溶质运移[M]. 北京: 科学出版社, 1998:304-309.]
[15]Jфrgensen S E. Theory of Ecological Modelling[M].Lu Jianjia, Zhou Yuli, translated. Shanghai: Shanghai Translation Publication Ltd,1998:322-328.[杨戈逊 S E著.生态模型法原理[M].陆健健,周玉丽译.上海:上海翻译出版公司,1998:322-328.]
[16]Polprasert C, Khatiwada N R. An integrated kinetic model foe water hyacinth ponds used for wastewater treatment[J].Water Research,1998,32(1):179-185.
[17]Martin J F, Reddy K R. Interaction and spatial distribution of wetland nitrogen process[J].Ecological Modelling,1997,105:1-21.
[18]Mehran M, Tanji K K. Computer modeling of nitrogen transformation in soils[J].Journal of Environmental Quality,1974,3:391-395.
[19]Jorgensen S E, Nielsen S N, et al.Handbook of Ecological Parameters and Ecotoxicology[M]. Amsterdan: Elsevier,1991:63-77.
[20]Ferrara R A, Hermann D P E. Dynamic nutrient cycle model for waste stabilization ponds[J].Journal of Environmental Engineering,1980,106(1):37-55.
[21]Barber S A. Soil Nutrient Bioavailability:A Mechanistic Approach[M].Washington:John Wiley & Sons,1984:23-29.
[22]Xue Dingyu, Chen Yangquan. Matlab Solution of High Applied Mathematics[M]. Beijing: Tsinghua University Press,2004:26-250.[薛定宇, 陈阳泉. 高等应用数学问题的Matlab求解[M]. 北京: 清华大学出版社, 2004:246-250.]
[23]Song Xinshan, Deng Wei. Environmental Mathematics Models[M]. Beijing: Science Press, 2004:186-191.[宋新山,邓伟.环境数学模型[M].北京:科学出版社, 2004:186-191.]