To Study the Hydrological System and Watershed by Using Remote Sensing (RS) and Geographic Information System (GIS) in Kannad Taluka, Aurangabad District, MS, India
Table 3
Aspects of Kannad taluka’s watershed that are linear.
Stream order ()
No. of streams (Nu)
Bifurcation ratio (Rb)
Mean bifurcation ratio (Rbm)
Total length of streams (km)
Mean length of streams (km)
Length ratio (RL)
Form factor (Ff)
Drainage density (Dd)
Stream density (Ds)
Frequency (Fs)
1
2919
2.017
1.47
84.09
0.03
1.0
0.054
0.11
0.664
0.004
2
1447
2.134
44.75
3
678
1.734
19.35
4
391
—
16.27
Total
5435
5.885
164.45
Mean length of streams (Lsm) = Lu/Nu, (Rb) = Nu/Nu +1, Dd = Lu/A, RL = Lu/(Lu−1), and Fs = Nu/A [18].
