极小降压空间下城市供水管网的DMA分区方法
|
|
史文韬,李红艳,崔建国,马熠阳,张翀,董颖虹
|
DMA partition method of urban water distribution network under extreme small depressurization space
|
|
Wen-tao SHI,Hong-yan LI,Jian-guo CUI,Yi-yang MA,Chong ZHANG,Ying-hong DONG
|
|
| 表 2 不同压力约束下的Pareto前沿及其他相关信息 |
| Tab.2 Pareto frontiers and other related information under different pressure constraints |
|
| 解编号 | Hs,min/
m | $ \overline {W}_{\text{a}} $/
h | gc/
万元 | Tm/
台 | np | nin | | DMA1 | DMA2 | DMA3 | DMA4 | | 注：*表示该解在最小服务水压约束为17 m时重复出现 | | 原管网 | 20 | 0.72 | − | − | 0 | − | − | − | − | | s-1 | 20 | 0.72 | 14.15 | 11 | 0 | 3 | 5 | 1 | 2 | | s-2 | 20 | 0.72 | 13.2 | 10 | 0 | 3 | 4 | 1 | 2 | | s-3 | 20 | 0.83 | 12.25 | 9 | 0 | 3 | 3 | 1 | 2 | | s-4 | 19 | 0.70 | 11.29 | 8 | 5 | 3 | 3 | 1 | 1 | | s-5 | 19 | 0.71 | 11.15 | 8 | 20 | 3 | 3 | 1 | 1 | | s-6 | 19 | 0.81 | 10.34 | 7 | 5 | 3 | 2 | 1 | 1 | | s-7 | 19 | 0.83 | 10.20 | 7 | 17 | 3 | 2 | 1 | 1 | | s-8* | 18 | 0.70 | 10.34 | 7 | 13 | 3 | 2 | 1 | 1 | | s-9 | 18 | 0.81 | 9.39 | 6 | 13 | 3 | 1 | 1 | 1 | | s-10* | 18 | 0.81 | 8.44 | 5 | 14 | 2 | 1 | 1 | 1 | | s-11 | 17 | 0.70 | 9.39 | 6 | 13 | 2 | 2 | 1 | 1 | | s-12 | 17 | 0.72 | 9.25 | 6 | 27 | 2 | 2 | 1 | 1 | | s-13 | 17 | 0.83 | 8.30 | 5 | 25 | 2 | 1 | 1 | 1 |
|
|
|