The Response of Sensitive LULC Changes to Runoff and Sediment Yield in a Semihumid Urban Watershed of the Upper Awash Subbasin Using the SWAT+ Model, Oromia, Ethiopia

Table 9

The calibrated values of sensitive parameters.

Rank	Name	Object	Description	Min	Calibrated	Max
1	Usle_p	hru	USLE support practice factor	0	0.72	1
2	uslek_lte	hlt	USLE soil erodibility factors	0	0.482	0.65
3	Lat_sed.hru	hru	Sediment intensity in LAT and GW	0	64	120
4	spex.bsn	bsn	Re-entrained channel sediment routing	1	1.134	2
5	SP.con.bsn	bsn	Parameter for channel sediment routing	0	0.0028	0.01
6	ch_cov2.rte	rte	Channel erodibility factors	0.6	0.88	1
7	ch_eqn.rte	rte	Sediment routing method	0	0.00065	0.001
8	Slope_k	hru	Slope intensity at hru	0	0.76	0.9
9	Surlags	bsn	Sediment concentration lag time	0.05	13.4	24