Irrigation Engineering Design of Canals

The velocity as per Kennedy theory is given by \(\mathrm{V}=\mathrm{C}_1 \mathrm{y}^{\mathrm{C}_2}\) (where y = depth of flow). The values of C1 and C2 are:

1
0.25 & 0.50
2
0.64 & 0.55
3
0.55 & 0.64
4
None of the above 

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