The correct option is C 1.83 m
Given, Q=35 m3/sec, f=0.9, side slopes=1H:2V
Using Lacey’s theory,
(i) Velocity
=(Qf2140)1/6=(35×0.92140)1/6=0.766 m/s
(ii) Area
A=QV=350.766=45.692 m2
(iii) Wetted perimeter
P=4.75√Q=4.75√35=28.10 m
For trapezoidal channel,
A=(B+my)y=(B+y2)y
where m=12
⇒45.692=(B+0.5y)y ....(i)
Also,
P=B+√1+m2×y×2
⇒P=B+√5×y
⇒P=B+2.236y
⇒28.10=B+2.236y
⇒B=28.10−2.236y
Putting value of B in (i) 45.692=(28.10−2.236y+0.5y)y
⇒1.736y2−28.10y+45.692=0
On solving
y=1.832,14.35 m
Neglecting y = 14.35 m as it is not feasible
Flow depth,
∴y=1.834 m