Q2: A

L

grassy triangular Channel (n= 0.03) with 3H1v Side slopes

Flow clepth of 2m, If we

at

a 1 in 1000 Slope flows

hump to form. critical

Size of

the hump? Indicate

flow depth, respective Es

depth downstream, what

Uniform flow depth,

the

Values

and the size of the

and

create a

will

be

critical

a

flow