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 |