AE Civil Exam Paper with Solution 2 | UPRVUNL Civil Paper with Solution

AE Civil Exam Paper with Solution

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Through a sewer, the maximum discharge is obtained when the depth is about _______ times the full depth.

[A] 0.85
[B] 0.75
[C] 0.55
[D] 0.95

ANSWER= [D] 0.95

In India, the flow data related to various rivers and streams is usually available with:

[A] Central Water Commission (CWC)
[B] Central Ground Water Board (CGWB)
[C] State Irrigation Department (SID)
[D] Indian Meteorological Department (IMD)

ANSWER= [C] State Irrigation Department (SID)

The hydraulic mean depth (R) in a uniform flow is 64 m. By assuming Manning's ‘n’ equal to 1, Chezy's coefficient (assume as dimensionless quantity) is:

[A] 1.3
[B] 2.1
[C] 3.5
[D] 4.2

ANSWER= [D] 4.2

Find the ratio of the strain energy stored in a cantilever to that of the propped cantilever due to a UDL of intensity w/m.

[A] 8
[B] 16
[C] 4
[D] 12

ANSWER= [B] 16

Which of the following functions can be performed by a total station?

[A] Measure distances only
[B] Measure angles only
[C] Measure both distances and angles
[D] Link to the satellite

ANSWER= [C] Measure both distances and angles

Which of the following is NOT the source of error in curve layout

[A] Poor intersections
[B] Using an incorrect offset at the vertex
[C] Selecting the vertex at other than a full station in a vertical curve
[D] Estimation of computed elevations to less than 3 mm

ANSWER= [B] Using an incorrect offset at the vertex

For a given constant discharge, slope and Manning's ‘n’, the normal depth is computed as 1.5 m whereas critical depth is computed as 3 m. Now at a section, because of change in bed slope; the depth of flow at same section is 1 m then type of GVF profile possible at that section is:

[A] A3
[B] M3
[C] S3
[D] H3

ANSWER= [C] S3

The flexural tensile strength of M25 concrete is approximately:

[A] 4.5 MPa
[B] 3.5 MPa
[C] 2.5 MPa
[D] 1.5 MPa

ANSWER= [B] 3.5 MPa

A sample drawn from an aeration tank having 3000 MLSS undergoes a settling test carried out with 1 litre sample. The test yielded a settled volume of 300 ml. The sludge volume index will be:

[A] 150 ml/g
[B] 100 ml/g
[C] 75 ml/g
[D] 50 ml/g

ANSWER= [B] 100 ml/g

A line tangent to a level surface at a point is:

[A] horizontal line
[B] plumb line
[C] level line
[D] vertical line

ANSWER= [A] horizontal line