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Question

A trapezoidal Lacey channel carries 35 m3/sec discharge with a sit factor of 0.9. The side slopes are 1H:2V. The depth of flow will be ___ m.

A
3.45 m
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B
2.36 m
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C
1.83 m
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D
6.5 m
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Solution

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=4.75Q=4.7535=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=28.102.236y

Putting value of B in (i) 45.692=(28.102.236y+0.5y)y

1.736y228.10y+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

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