摘要Redundancy is an important attribute of a resil-ient urban drainage system.While there is a lack of knowl-edge on where to increase redundancy and its contribution to resilience,this study developed a framework for the optimal network structure of urban drainage systems that considers pipeline redundancies.Graph theory and adaptive genetic algorithms were used to obtain the initial layout and design of the urban drainage system.The introduction of additional water paths(in loop)/redundancies is suggested by the results of complex network analysis to increase resil-ience.The drainage performances of the urban drainage system with pipeline redundancies,and without redundan-cies,were compared.The proposed method was applied to the study area in Dongying City,Shandong Province,China.The results show that the total overflow volume of the urban drainage system with pipeline redundancies under rainfall exceeding the design standard(5 years)is reduced by 20-30％,which is substantially better than the network without pipeline redundancies.