基于区间两阶段-部分信息模型的城市水资源优化配置

陈红光,王中君,王琼雅,买书魁

An interval-parameter two-stage partial information programming model for optimal urban water resource planning

Hongguang CHEN,Zhongjun WANG,Qiongya WANG,Shukui MAI

表4 用户配水目标值、最小最大需水量和管道输水能力

Table 4 Target of user water allocation, minimum and maximum water demand, and water conveyance capacity of pipelines

用户 配水目标/108 m3 用户需水量/108 m3 管道输水能力/108 m3 地表水 地下水 最小 最大 生活用水 [1.33,2.08] [2.35,3.79] 3.20 7.00 [6.80,10.62] 工业用水 [2.43,4.76] [2.48,4.62] 4.38 12.00 [10.35,16.67] 农业用水 [21.51,29.34] [10.67,14.50] 25.83 50.00 [29.34,46.59] 生态用水 [0.10,0.68] [0.22,0.39] 0.29 3.00 [0.52,0.93]