行政院環保署,(89年),非點源污染控制研習會論文集,行政院環保署
營建署,(83年),中壢地區污水下水道系統規劃報告
胡兆康、黃正義、劉興榕,(90年), “污水下水道超量進流與其防範對策初探.”,第十一屆下水道及水環境再生研討會論文集, 57-64美商傑明工程顧問公司,(88年),“新竹園區污水收集管線水理模式系統規劃設計.”,新竹科學工業園區管理局.
高正忠、曾迪華、廖述良、黃志彬,(88年),“新竹科學園區水品質環境保護.,新竹科學工業園區管理局.
陳宗男, (80年), “污水收集系統功能對污水處理廠規劃、設計之互動關係.”,環保工程科技─下水道工程研討會,No. 13, 1-10
歐陽嶠暉,(86年),下水道工程學,長松出版社.
駱尚廉、楊萬發,(86年),環境工程(二)─下水道工程,茂昌圖書有限公司.
游家桓,(88年),”永續發展下廢水管理系統最佳化模式之建立” ,中央大學環工所,碩士論文.劉興榕,(90年),”公共污水下水道災害防救對策之研究-以台北市為例” ,臺北科技大學土木與防災研究所,碩士論文.
黃建源、黃靖修、羅志堅,(91年),”應用水理模式輔助污水下水道工程規劃設計” ,環保月刊 ,第1卷第5期, pp.65-73.Abraham, D. M., and Gillani, S. A. (1999). “Innovations in Materials for Sewer System Rehabilitation.” Trenchless Technol. Res. , Vol. 14, No. 1, pp.43-56.
ASCE and WPCF (1982). Gravity Sanitary Sewer Design and Construction.
ASCE Tank Committee. (1996). “Determining Rehabilitated Sewer Flow Capacity. “ Journal of transportation Engineering. ,pp. 258-261
Chiang, C. Y., and Bedient, P. B. (1985). “PIBS Model for Surcharged Pipe Flow.” Journal of Hydraulic Engineering. Vol. 112, No. 3, pp. 181-192.
Franks, S. W. (1999). “Disaggregation of Environmental Factors Affecting Sewer Pipe Failures. ” Journal of Infrastructure System, Vol. 5, No. 4, pp. 150-158.
Gupta, J. M., Agarwal, S. K., and Khanna, P. (1976). “Optimal Design of Wastewater Collection System. ” Journal of the Environmental Engineerng Division, ASCE, Vol. 102, No. EE5, pp. 1029-1041.
Miles, W., Gullet, B., and Zimmer, D (1996). “Managing Old Sewers in the New South. “Water Environment and Technology, Vol. 8, No. 4, pp. 41-43.
Nelson, R. E., and Nogaj, R. J. (1985). “Making Effective Use of Existing Collection Capacity.” Water Engineering and Management, Vol. 132, No. 10, pp.38-40.
Ouellette, H., and Schrock, J. (1981). “Rehabilitation of Sanitary Sewer Pipelines.” Journal of Transportation Engineering, ASCE, Vol. 107, No. TE4, pp. 497-513.
Park, H., and Johnson, T. J. (1998). “Hydrodynamic Modeling in Solving Combined Sewer Problems: A Case Study.” Water Research, Vol. 32, No. 6, pp. 1948-1956.
Park,H., and Lee, I. K. (1997). “Existing Sewer Evaluation Results and Rehabilitation Strategies: The City of Seoul, Korea.” Proc. Water Environ. Fed. 70th Annu. Conf. Exposition, Chicago, III., 2 555
Sieger, R. B., and King J. E., (1995). “The Limits of Capacity.” Water Environment and Technology, Vol. 7, No. 4, pp. 36-40.
U. S. EPA. (1992). Storm Water Management Model User’s Manual Version 4: Extran Addendum.
Wang, K. H., Cleveland, T. G., Towsley, C., and Umrigar, D. (1998). “Head Loss at Manholes in Surcharged Sewer System.” Journal of the American Water Resources Association, Vol. 34, No. 6, pp. 1391-1400.