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The mean stream lengths were calculated using the formula of total stream length of order divided by total number of stream segments of order.
His law of stream lengths states that the mean stream lengths of stream segments of each of the successive orders of a watershed tend to approximate a direct geometric sequence in which the first term (stream length) is the average length of segments of the first order.
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Linear aspects include stream number, stream order, stream length, mean stream length, stream length ratio and bifurcation ratio.
The mean stream length is directly related to mean annual runoff; therefore, the highest mean stream length has relatively high mean annual rainfall runoff and relatively low mean annual rainfall runoff in less mean stream length.
Open image in new window Fig. 5 Relation between stream order and mean stream length.
In general, it is observed that the mean stream length increases with the stream order.
According to Strahler (1964), mean stream length describes the characteristic size of components of stream network.
In the present study, mean stream length is indicating the high mean annual rainfall runoff.
The mean stream length is a property related to the drainage networks and its associated surfaces.
In case of Shobanapuram, Silaiyur, Thuraiyur Kalathur and Sengattupatti watersheds, III order mean stream length is abnormally lower than the II order mean stream length, and, in case of Solaimatti watershed the II order mean stream length is abnormally more than I order mean stream length.
The mean stream length is 1622 km in the study area.
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