“…of stream segments of order 'u', Nu + l = number of segments of the next higher order Schumm (1956) Mean bifurcation ratio (Rbm) Rbm = Average of bifurcation ratios of all orders Strahler (1964) Areal aspect Form factor (Ff) F f = A/L 2 F f = form factor, A = area of the basin (km 2 ), L = basin length (km) Horton (1945Horton ( , 1932 Elongation ratio (Re) Re = 1.128 √A/L Re = elongation ratio, A = area of the basin (km 2 ), L = basin length (km) Schumm (1956) Circularity ratio (Rc) Rc = 4 π A/P 2 Rc = circularity ratio, π = 3.14, A = area of the basin (km 2 ), P = perimeter (km) Miller (1953), Strahler (1964) Shape factor (Bs) Bs = L 2 /A Bs = Shape factor, L = Basin length (km), A = Area of the basin (km 2 ) Horton (1932) Compactness coefficient (Cc) Cc = 0.282 1P/A 0.5 Cc = compactness coefficient, P = perimeter (km), A = area of the basin (km 2 ) Gravelius (1914) Drainage density (D) D = L u /A D = drainage density, L u = total stream length of all orders, A = area of the basin (km 2 ) Horton (1945Horton ( , 1932 Stream frequency (Fs) F s = ∑N u /A F s = stream frequency, ∑N u = total no. of streams of all orders, A = area of the basin (km 2 ) Horton (1945Horton ( , 1932 Drainage texture (Ts) Ts = D d *F s T = drainage texture, D d = drainage density, F s = stream frequency Horton (1945) Constant of channel maintenance (C) C = 1/D d C = constant of channel maintenance, D d = drainage density Schumm (1956) Length of overland flow (Lo) L o = 1/2D d L o = length of overland flow, D d = drainage density Horton (1945) Relief aspect Basin relief (R) R = H − h R = basin relief, H = maximum elevation in meter, h = minimum elevation in meter Schumm and Hadley (1961) Relief ratio (R r ) R r = R∕L Rr = relief ratio, R = basin relief, L = longest axis in kilometre Schumm (1956) Ruggedness number (Rn) Rn = (R × D d )/K Rn = ruggedness number, R = basin relief, D d = drainage density K = A conversion constant 1000 when relative relief is expressed in meter and drainage density in kilometre/square kilometre Schumm (1956) Gradient ratio (Gr) Gr = (a − b)/L Gr = gradient ratio, a = elevation at source, b = elevation at mouth, L = longest axis in kilometre Sreedevi et al (2005) area of high erosion susceptibility and next rank assigned from second highest sub-basin and so on, whereas lowest percentage area of low erosion susceptibility in an individual sub-basin has been ranked '1', second lowest value as given rank '2' and so on (Chauhan et al 2016). Ranking order of geological set-up has been assigned from the highest percentage area of Chotanagpur granite gneiss, Dolma volcanic, epidiorite, ho...…”