Prioritization of Susceptible Watershed to Sediment Yield and Evaluation of Best Management Practice: A Case Study of Awata River, Southern Ethiopia

Table 15

Summary of sediment reduction with contouring simulation.

Hot spot subbasin	Average annual sediment loading (t/ha/year)		Reduction (%)
	Baseline	After contouring
1	19.72	13.94	29.32
2	33.18	23.55	29.04
3	23.52	18.32	22.12
4	33.49	24.40	27.14
5	40.99	24.89	39.26
6	15.80	11.52	27.10
7	16.81	10.56	37.16
8	19.77	11.88	39.90
9	28.20	19.60	30.49
10	40.55	27.86	31.29
11	30.46	17.10	43.84
12	31.66	18.83	40.53