From: Flood risk analysis: causes and landscape based mitigation strategies in Dire Dawa city, Ethiopia
 | Bifurcation ratio (Rb) | ||||||||
---|---|---|---|---|---|---|---|---|---|
Watershed | Rc | Re | Rf | T | Cc | 1 to 2 | 2 to 3 | 3 to 4 | Mean Rb |
1 | 0.26 | 0.73 | 0.42 | 0.18 | 1.94 | 3.0 | Â | Â | 3.0 |
2 | 0.15 | 0.71 | 0.39 | 0.46 | 2.59 | 4.7 | 3 | Â | 3.8 |
3 | 0.17 | 0.79 | 0.49 | 0.43 | 2.43 | 6.0 | Â | Â | 6.0 |
4 | 0.11 | 0.64 | 0.32 | 0.48 | 2.96 | 5.1 | 7 | Â | 6.1 |
5 | 0.13 | 0.63 | 0.31 | 0.71 | 2.81 | 4.1 | 6.5 | 2 | 4.2 |
6 | 0.27 | 0.75 | 0.44 | 0.37 | 1.92 | 6.0 | Â | Â | 6.0 |
7 | 0.20 | 0.66 | 0.35 | 0.49 | 2.25 | 3.2 | 6 | Â | 4.6 |
8 | 0.26 | 0.73 | 0.42 | 0.40 | 1.96 | 3.0 | 2 | Â | 2.5 |
9 | 0.12 | 0.68 | 0.37 | 0.35 | 2.93 | 5.3 | 3 | Â | 4.2 |
10 | 0.18 | 0.67 | 0.35 | 0.50 | 2.33 | 5.3 | 4 | Â | 4.6 |
11 | 0.15 | 0.79 | 0.49 | 0.17 | 2.62 | 2.0 | Â | Â | 2.0 |
12 | 0.14 | 0.76 | 0.45 | 0.17 | 2.63 | 3.0 | Â | Â | 3.0 |
13 | 0.25 | 0.70 | 0.38 | 0.43 | 2.01 | 3.3 | 3 | Â | 3.2 |
14 | 0.23 | 0.71 | 0.39 | 0.29 | 2.07 | 8.0 | Â | Â | 8.0 |
15 | 0.25 | 0.70 | 0.39 | 0.50 | 1.99 | 2.8 | 4 | Â | 3.4 |
16 | 0.29 | 0.73 | 0.42 | 0.37 | 1.87 | 7.0 | Â | Â | 7.0 |
17 | 0.21 | 0.69 | 0.37 | 0.51 | 2.20 | 3.8 | 4 | Â | 3.9 |
18 | 0.20 | 0.64 | 0.32 | 0.64 | 2.23 | 4.5 | 8 | Â | 6.3 |
19 | 0.30 | 0.77 | 0.46 | 1.72 | 1.82 | 7.3 | 3 | Â | 5.2 |
20 | 0.28 | 0.67 | 0.35 | 0.50 | 1.90 | 3.0 | 5 | Â | 4.0 |
21 | 0.27 | 0.68 | 0.36 | 0.63 | 1.92 | 3.4 | 2.5 | 2 | 2.6 |
22 | 0.21 | 0.67 | 0.35 | 0.55 | 2.17 | 5.3 | 4 | Â | 4.6 |
23 | 0.25 | 0.68 | 0.37 | 0.49 | 2.00 | 5.0 | 3 | Â | 4.0 |
24 | 0.23 | 0.48 | 0.18 | 0.18 | 2.09 | 4.0 | Â | Â | 4.0 |
25 | 0.30 | 0.72 | 0.40 | 0.37 | 1.84 | 8.0 | Â | Â | 8.0 |
26 | 0.16 | 0.81 | 0.52 | 0.22 | 2.53 | 2.0 | Â | Â | 2.0 |