[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 1

Nash–Sutcliffe efficiency (NSE) results for verification and calibration of the UDS model on different rainfall events.

Rainfall event		Nash–Sutcliffe efficiency (NSE)
		Node J5	Node J35	Node J41
Verification	20180406	0.812	0.899	0.849
	20180409	0.832	0.837	0.890
	20180414	0.875	0.834	0.904
	20180415	0.873	0.876	0.862
	20180416	0.853	0.861	0.869
	20180424	0.846	0.862	0.870
Calibration	20180505	0.871	0.891	0.869
	20180507	0.832	0.802	0.842
	20180511	0.874	0.895	0.858
	20180513	0.820	0.831	0.843
	20180515	0.832	0.854	0.851
	20180521	0.833	0.861	0.906