[Retracted] Model-Predicted Control System for the Real-Time Operation of an Urban Drainage System to Mitigate Urban Flood Risk: A Case Study in the Liede River Catchment, Guangzhou, China
Table 3
Results of the original control scenario, the current MPC, and the ideal MPC.
20180624
20190807
20180916
The original control scenario
Rainfall precipitation (mm)
67.53
67.95
70.43
Total node overflow (m3)
4635.4
6972.3
10756.6
Total node overflow time (min)
94
485
907
Average time of node overflow start time (hh:mm:ss)
13 : 14 : 25
18 : 24 : 50
18 : 20 : 13
The current MPC
Total node overflow (m3)
2906.2
6219.3
10175.7
Total node overflow time (min)
53
313
804
Average time of node overflow start time (hh:mm:ss)
13 : 32 : 31
18 : 34 : 30
18 : 38 : 56
The ideal MPC
Total node overflow (m3)
2637.7
6121.7
10104.6
Total node overflow time (min)
48
295
794
Average time of node overflow start time (hh:mm:ss)
