Table 1: Hydrological characteristics of Blunn Creek Watershed.
Sub-basin | Channel Manning (n) | Channel Slope | Hydraulic Radius (m) | Drainage area (Sq.KM) | Bankfull flow (m3/s) |
1 | 0.055 | 0.018 | 3.37 | 3.51 | 3.09 |
2 | 0.055 | 0.020 | 4.60 | 3.35 | 3.06 |
3 | 0.055 | 0.010 | 1.92 | 3.25 | 3.04 |
4 | 0.055 | 0.018 | 1.58 | 3.22 | 3.04 |
5 | 0.055 | 0.012 | 1.20 | 3.18 | 3.03 |
6 | 0.055 | 0.045 | 1.46 | 2.74 | 0.76 |
7 | 0.055 | 0.011 | 1.64 | 0.0053 | 2.55 |
8 | 0.050 | 0.013 | 1.76 | 2.53 | 2.57 |
9 | 0.080 | 0.025 | 1.56 | 2.32 | 1.69 |
10 | 0.080 | 0.014 | 1.53 | 1.88 | 1.84 |
11 | 0.060 | 0.032 | 0.93 | 0.01 | 1.71 |
12 | 0.055 | 0.010 | 0.72 | 1.74 | 1.72 |
13 | 0.055 | 0.023 | 0.52 | 1.05 | 0.46 |
14 | 0.010 | 0.012 | 0.27 | 0.80 | 0.99 |