[2] Flexible design of urban water supply network transmission capacity [C] The 3rd International Conference on Management and Service Science (MASS 2009), September 20-22, 2009, Beijing.
[3] Using PROMETHEE's pipeline condition assessment model, "Integrated Water System", Sep 1-3, 2009, Sheffield, UK. C。 Computation and Control in Water Industry (CCWI) 2009
[4] Using PROMETHEE to develop a fuzzy pipeline condition assessment model [C], world environment and development; 2009 Water Resources Conference, Kansas City, Missouri, May 2009 17-2 1.
[5] Obstacles and countermeasures for the application of sustainable urban rainwater management technology in China [J]. Water supply and drainage in China, 20 14(04): Page 2 1-24.
[6] Introduction to estimation method of SWMM subset water area width parameters [J]. Water supply and drainage in China, 20 14(22): p. 6 1-64.
[7] Main obstacles and countermeasures in the application of building information model in engineering design [J]. Building Economy.2012 (11): P.10104
Discussion on optimal design target of water supply network [J]. Water supply and drainage in China.2012 (20): pp.30-34.
[9]. Calculation method of water demand of water supply network determined by pressure [J]. Journal of Wuhan University (Engineering Edition), 20 1 1, 44 (1): pp. 79-82.
[10] Flexible design of urban water supply system based on uncertain water demand [J]. china rural water and hydropower, 2010 (12): P.144-146.
[1 1] Risk Assessment of Water Supply Pipeline Rupture Based on PROMETHEE Method [J], China Water Supply and Drainage, 2009,25 (21): p.102-108.
Textbook: Urban Water Resources Utilization and Protection Project (the 11th Five-Year National Planning Textbook for General Higher Education), Hunan University Press, 20 1 1 year.