基于孔隙率和局部时间步长的城市洪水模拟

李薇,邹吉玉,胡鹏

Urban flood simulation based on porosity and local time step

Wei LI,Ji-yu ZOU,Peng HU

图 6 方案C_C和P_RN在10 s时的水深等值线对比图

Fig.6 Comparison of water depth contours between case C_C and P_RN at experimental time of 10 s