Calculate the balancing depth for a channel section,,, Irrigation and flood managament.

part 5
Civil Engineering study

Calculate the balancing depth for a channel section having a bed width equal to 18 m and side slopes of 1:1
in cutting and 2:1 in filling. The bank embankments are kept 3.0 m higher than the ground level (berm level)
and crest width of banks is kept as 2.0 m