Explore topic-wise MCQs in Civil Engineering.

This section includes 515 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.

501.

Seepage through foundation in an earthen dam is controlled by providing

A. rock toe
B. horizontal blanket
C. impervious cut off
D. chimney drain
Answer» D. chimney drain
502.

Side slopes generally kept for canals in loam soil, are:

A. 1 : 1 in cutting and 1¬Ω : 1 in filling
B. 1¬Ω : 1 in cutting and 2 : 1 in filling
C. Neither (A) nor (B)
D. Both (A) and (B)
Answer» E.
503.

The aqueduct or superpassage type of works are generally used when

A. high flood drainage discharge is small
B. high flood drainage discharge is large and short lived
C. high flood drainage discharge is large and continues for a long time
D. none of the above
Answer» B. high flood drainage discharge is large and short lived
504.

Which of the following canal structures is used to remove surplus water from an irrigation channel into a natural drain ?

A. canal fall
B. canal outlet
C. canal escape
D. canal regulator
Answer» D. canal regulator
505.

Which of the following can be used as a meter fall ?

A. vertical drop fall
B. flumed glacis fall
C. unflumed glacis fall
D. all of the above
Answer» B. flumed glacis fall
506.

Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be#

A. 19m
B. 38m
C. 57m
D. 76m
Answer» C. 57m
507.

If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by

A. B = 0.22 ‚Äö√ √∂(H + d)
B. B = 0.33 ‚Äö√ √∂(H + d)
C. B = 0.44 ‚Äö√ √∂(H + d)
D. B = 0.55 ‚Äö√ √∂(H + d)
Answer» E.
508.

To determine the discharge at a section in a stream from its rating curve, the required data arei) slope of water surface at the sectionii) stage at the sectioniii) current meter readings at the sectionThe correct answer is

A. (i) and (ii)
B. (ii) and (iii)
C. only (ii)
D. only (iii)
Answer» D. only (iii)
509.

In a chute spillway, the flow is usually

A. uniform
B. subcritical
C. critical
D. super critical
Answer» E.
510.

If D‚ÇÅ and D‚ÇÇ are depths of water upstream and downstream of a hydraulic jump, the loss of head at the jump, is#

A. (D‚ÇÇ - D‚ÇÅ)3/D‚ÇÅD‚ÇÇ
B. (D‚ÇÇ - D‚ÇÅ)3/2D‚ÇÅD‚ÇÇ
C. (D‚ÇÇ - D‚ÇÅ)3/3D‚ÇÅD‚ÇÇ
D. (D‚ÇÇ - D‚ÇÅ)3/4D‚ÇÅD‚ÇÇ
Answer» E.
511.

Tortuosity of a meandering river is always

A. equal to 1
B. less than 1
C. greater than 1
D. less than or equal to 1
Answer» D. less than or equal to 1
512.

A runoff river plant is

A. a low head scheme
B. a medium head scheme
C. a high head scheme
D. none of the above
Answer» B. a medium head scheme
513.

The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as

A. Efficiency
B. Sensitivity
C. Flexibility
D. Modular limit
Answer» C. Flexibility
514.

A raingauge should preferably be fixed

A. near the building
B. under the tree
C. in an open space
D. in a closed space
Answer» D. in a closed space
515.

Study the following statements.i) Levees are constructed parallel to river flow,ii) Spurs are constructed parallel to river flow,iii) Levees are constructed transverse to river flow,iv) Spurs are constructed transverse to river flow.The correct answer is

A. (i) and (ii)
B. (i) and (iv)
C. (ii) and (iii)
D. (iii) and (iv)
Answer» C. (ii) and (iii)