Explore topic-wise MCQs in Highway Engineering.

This section includes 10 Mcqs, each offering curated multiple-choice questions to sharpen your Highway Engineering knowledge and support exam preparation. Choose a topic below to get started.

1.

The time of flow in minutes for a longitudinal drain of 400 m and with a velocity of 0.8 m/sec is?

A. 6.33
B. 7.33
C. 8.33
D. 9.33
Answer» D. 9.33
2.

If the depth of a trapezoidal section is 0.50 m and free board is 0.15 m, then the total depth is?

A. 0.35 m
B. 0.65 m
C. 0.50 m
D. 0.15 m
Answer» C. 0.50 m
3.

The total time for inlet flow and flow along the drain is given by __________

A. T1+T2
B. T1T2
C. T1/T2
D. T1-T2
Answer» B. T1T2
4.

What is the maximum value of Manning s coefficient for soil with heavy vegetation?

A. 0.1
B. 0.2
C. 0.3
D. 0.4
Answer» B. 0.2
5.

The hydraulic radius is given by __________

A. A/P
B. P/A
C. PA
D. A+P
Answer» B. P/A
6.

The roughness coefficient is assumed in __________

A. Chezys formula
B. Manning s formula
C. Heigen poiuselles equation
D. Continuity equation
Answer» C. Heigen poiuselles equation
7.

The discharge in m3/sec for a surface drainage of 100 m2 and a velocity of 5 m/second is?

A. 5
B. 50
C. 500
D. 0.5
Answer» D. 0.5
8.

The desirable velocity for sand and silt are __________

A. 0.2m/second
B. 0.5 m/second
C. 0.7 m/second
D. 0.9 m/second
Answer» C. 0.7 m/second
9.

The continuity equation is given by __________

A. Q=KiA
B. Q=AV
C. Q=A/V
D. Q=AV<sup>2</sup>
Answer» C. Q=A/V
10.

The side drains and partially filled culverts are designed on the basis of ___________

A. Open channel flow
B. Hydrological analysis
C. Pavement geometry
D. Run off
Answer» B. Hydrological analysis