Flood Simulation in South Carolina Watersheds Using Different Precipitation Inputs

Table 4

Model performance in the Gills Creek watershed.

	Precipitation input	NSE	p-bias	RMSE	R^2
Calibration (01/09/2014 22:00 to 01/11/2014 12:00)	RD	0.920	9.648	93.209	0.963
	ST	0.915	11.301	96.014	0.966
	ST-PRISM	0.912	11.667	97.302	0.965
Testing 1 (12/23/2014 11:00 to 12/25/2014 23:00)	RD	0.419	−38.546	240.828	0.899
	ST	−0.774	−76.344	420.921	0.929
	ST-PRISM	−0.073	−56.654	327.351	0.910
Testing 2 (09/22/2011 07:00 to 09/24/2011 06:00)	RD	0.392	15.250	242.225	0.643
	ST	−1.756	−35.377	515.546	0.642
	ST-PRISM	0.409	20.081	238.641	0.641