1.姜濟勝，1985， 嘉義市降雨強度公式之推求與逕流量及其逕流係數之估算，〈臺灣水利〉，第30卷，第3期，頁34-54。2.辛治國，1988，〈都市雨水下水道系統之規劃研究－以高城社區為例〉，私立中原大學土木及水利工程研究所碩士論文。3.林憲德，1994，〈現代人類的居住環境〉，胡氏圖書，pp. 74。
4.林子平，1998，〈基地保水性能實驗解析〉，國立成功大學建築研究所碩士論文。5.李魁鵬、林憲德等，1999，台灣四大都會區都市熱島效應實測解析(二)--夏季都市熱島時空分佈特性之初步解析，〈建築學報〉，31，中華建築學會，pp. 75-90。
6.李仁豪，2000，〈都市保水性能之實測研究--以台南市為例〉，成功大學建築研究所碩士論文，林憲德指導。7.林子平、林憲德、李仁豪，2001，台南市都市環境透水性能實測解析，〈都市與計劃〉，中華民國都市計劃學會，第28卷第2期8.林憲德、林子平，2001，基地保水性能評估之研究，〈建築學報〉，38期9.張洲滄，2001，〈都市保水性能與地表逕流量之實測解析─以台南市虎尾寮地區為例〉，成功大學建築研究所碩士論文，林憲德指導。10.劉岳明，2001，〈台北市都市環境透水性能實測解析〉，成功大學建築研究所碩士論文，林憲德指導。11.蕭江碧計畫主持，2001，國民中小學綠建築設計規範之研究，內政部建築研究所
12.陳瑞鈴、林憲德、廖朝軒，2002，都市生態貯留水循環技術之研究，內政部建築研究所。
13.市川新，1988，〈都市域のとその雨水流出與抑制〉，鹿島出版會，pp. 83。
14.石崎勝義，1983，雨水浸透技術の現狀と課題，〈月刊下水道〉，Vol 5，No14，pp. 8-13。
15.吉野文雄，1982，雨水浸透技術の現狀と課題，〈月刊下水道〉，Vol 5，No12，pp. 33-40。
16.虫明功臣，1987，〈水環境の保全の再生〉，山海堂，pp. 134。
17.林憲德，2003，〈綠建築解說與評估手冊(2003年版)〉，內政部建築研究所。
18.高橋紀行等，1995，〈雨水利用システム設計の實務〉，空氣調和衛生工學會，pp. 90。
19.國松孝男等，1988，〈都市の水環境の創造〉，技報堂，pp. 132。
20.陳順宇，1998，〈統計學〉，華泰書局
21.黃書禮，1997，臺北市永續發展指標系統之建立與評估，〈都市與計劃〉，第24卷，第一期，頁23-42。
22.黑田晃等，1995，〈雨水浸透設施技術指針-構造施工管理編〉，雨水浸透設施技術協會，pp. 26。
23.溫清光，1997，〈工廠與工業區非點源污染負荷調查與最佳管理控制規範〉，行政院環境保護署。
24.歐陽嶠暉，1980，〈下水道工程學〉，長松出版社。
25.American society of civil engineers and the water pollution control federation, 1969, Design and construction of sanitary and storm sewers, pp. 49-53
26.Arnell, V., 1982, Estimate runoff volumes from urban areas, Water Resources Bulletin, 18:383-387.
27.Chow, V. T., D. R. Maidment, and L. W. Mays, 1988, Applied Hydrology. McGraw-Hill, New York, pp. 38.
28.Espey, W., 1968, The Effect of Urbanization on Unit Hydrographs for Small Watersheds. Texas: Houston Publishing.
29.Baffault, 1990, Calibration of SWMM runoff quality model with expert system. J. Water Resources Planning and Management. 116(2) pp.247-261.
30.Department of the Environment/National Water Council, 1981, Design and Analysis of Urban Storm Drainage, The Wallingford Procedure, Volume 1, NWC/DoE Standing Technical Committee Report No. 28, HR Wallingford.
31.Fleming, G., 1975, Computer Simulation techniques in Hydrology, Elsevier Publishing, pp. 107.
32.Hall, M. J., 1973, The hydrological consequences of urbanization: an introductory note. In construction industry research and information association., Proc. Res. Colloquium on rainfall, runoff, and surface drainage
33.Hall, M. J., 1984, Urban Hydrology. England: Elsevier Applied science publisher.
34.Horner, W.W. and Flynt, F. L., 1936, Relation between rainfall and runoff from small urban areas, Trans. ASCE no. 20 (140) pp. 141- 205.
35.Huber, W. C. and R. E. Dickinson, 1988, Storm Water Management Model, Version 4: User’s Manual, Environmental Research Laboratory, Office of Research and Development, US Environmental Protection Agency, Athens, George.
36.Landsberg, H. E., 1981, The Urban Climate. USA: New York Academic Press.
37.Lazaro, T. R., 1979, Urban Hydrology-- A multidisciplinary Perspective, An Arbor Science.
38.Lepold, L. B., 1968, Hydrology for urban land planning--a guidebook on the hydrologic effects of urban land use., US Geol. Survey, Cric. 554, pp. 18.
39.Lin, T. P. and Lin, H. T. 2002, Ecological problem and policy for urban water cycle in metropolitan cities of Taiwan, 32nd International Making Cities Livable Conference, Carmel, USA.
40.Pratt, C. J., 1995, UK research into the performance of permeable pavement, reservoir structures in controlling storm water discharge quantity and quality, Water science and technology, Water science and technology.
41.Savini, J., 1961, urban growth and the water regimen, US Geol. Survey, Water-Supply Paper 1591-A, pp. 43.
42.Schueler, T., 1987, Controlling Urban Runoff: A Practical Manual For Planning And Designing Urban BMPs, MWCOG. Washington, DC.
43.Wada, Y., 1983, A study on the rate of non-infiltration area and coefficient of runoff for assessment of storm water runoff, Technology Reports of Kansai University, 24: 283-291.
44.Wada, Y., 1987, Evaluation of permeability of permeable pavement for controlling storm runoff in urban area, Technology Reports of Kansai University, Technology Reports of Kansai University, n28, pp. 193-202.
45.Wada, Y., 1989a, Evaluation of permeable storm water drain and effects for controlling urban storm drainage, Technology Reports of Kansai University, Technology Reports of Kansai University, n31, pp. 169-180.
46.Wada, Y., 1989b, Research of effective combination of stormwater infiltration facilities for stormwater runoff control, Technology Reports of Kansai University, Technology Reports of Kansai University, n31, pp. 179.
47.Wada, Y., 1996, Evaluation of an improvement in runoff control by means construction of an infiltration sewer pipe under a porous asphalt pavement, Water science and technology, Water science and technology, v36, n8.
48.Watanabe, S., 1995, Study on storm water control by permeable pavement and infiltration pipes, Technology Reports of Kansai University, Water science and technology, v32, n1, pp. 25-32.