In open channels, the specific energy is the

Question: In open channels, the specific energy is the
[A].

total energy per unit discharge

[B].

total energy measured with respect to the datum passing through the bottom of the channel

[C].

total energy measured above the horizontal datum

[D].

kinetic energy plotted above the free surface of water

Answer: Option B

Explanation:

No answer description available for this question.

A channel is said to be of most economical cross-section, if

Question: A channel is said to be of most economical cross-section, if
[A].

it gives maximum discharge for a given cross-sectional area and bed slope

[B].

it has minimum wetted perimeter

[C].

it involves lesser excavation for the designed amount of discharge

[D].

all of the above

Answer: Option D

Explanation:

No answer description available for this question.

According to Manning’s formula, the discharge through an open channel is (where M = Manning’s constant)

Question: According to Manning’s formula, the discharge through an open channel is (where M = Manning’s constant)
[A].

A x M x m1/2 x i2/3

[B].

A x M x m2/3 x i1/2

[C].

A1/2 x M2/3 x m x i

[D].

A2/3 x M1/3 x m x i

Answer: Option B

Explanation:

No answer description available for this question.

According to Chezy’s formula, the discharge through an open channel is (where A = Area of flow, C = Chezy’s constant, m = Hydraulic mean depth, and i = Uniform slope in bed)

Question: According to Chezy’s formula, the discharge through an open channel is (where A = Area of flow, C = Chezy’s constant, m = Hydraulic mean depth, and i = Uniform slope in bed)
[A].

A m x i

[B].

C m x i

[C].

AC m x i

[D].

mi A x C

Answer: Option C

Explanation:

No answer description available for this question.

In case of flow through parallel pipes,

Question: In case of flow through parallel pipes,
[A].

the head loss for all the pipes is same

[B].

the total discharge is equal to the sum of discharges in the various pipes

[C].

the total head loss is the sum of head losses in the various pipes

[D].

Both (A) and (B)

Answer: Option D

Explanation:

No answer description available for this question.

A compound pipe of diameter d1, d2 and d3 having lengths l1, l2 and l3 is to be replaced by an equivalent pipe of uniform diameter d and of the same length (l) as that of the compound pipe. The size of the equivalent pipe is given by

Question: A compound pipe of diameter d1, d2 and d3 having lengths l1, l2 and l3 is to be replaced by an equivalent pipe of uniform diameter d and of the same length (l) as that of the compound pipe. The size of the equivalent pipe is given by
[A].

[B].

[C].

[D].

Answer: Option D

Explanation:

No answer description available for this question.