My Cart
Your Cart 0

    Your cart is empty.

  • Total (Amount) ₹0.00
Exam Details

UKPSC AE CIVIL PAPER 1 2013

Review the key details, then start the test when you are ready. You can also open the full package to see related papers.

Questions 180
Duration 180 mins
Package AE & JE Exams - Previous Year Papers

Paper pattern & analysis

Filter this paper by subject, topic or subtopic. Every graph updates from the selected questions.

Explore previous papers
Showing all 180 questions in this paper.

Subject distribution

No subject classification is available.

Topic distribution

No topic classification is available.

Subtopic distribution

No subtopic classification is available.

Difficulty distribution

Medium 108 60%
Easy 55 30.6%
Hard 17 9.4%

Question type distribution

Multiple Choices 180 100%

Instructions

Demo Instruction

Syllabus

Sample

Sample questions from this paper

Questions are selected across the paper subjects wherever the paper contains that variety.

1
2013 · Unclassified
UKPSC AE CIVIL PAPER 1 2013
In case of gravity dam of base width ‘b’, if the resultant passes with an eccentricity of , what will be ratio of maximum compression stress and maximum tensile stress:-
A
B
1
C
6
D
0
2
2013 · Unclassified
UKPSC AE CIVIL PAPER 1 2013
If the Froude number of a hydraulic jump is more than 9, this jump is classified as:-
A
Weak jump
B
Strong jump
C
Oscillating jump
D
None of these
3
2013 · Unclassified
UKPSC AE CIVIL PAPER 1 2013
Discharge Q in a triangular weir varies as:-
A
H
B
H1.5
C
H0.5
D
H2.5
4
2013 · Unclassified
UKPSC AE CIVIL PAPER 1 2013
In a confined aquifer, one of the following conditions occurs:-
A
Water surface under the ground is at atmospheric pressure
B
Water table serves as upper surface of zone of saturations
C
Water is under pressure between two impervious strata
D
None of above
5
2013 · Unclassified
UKPSC AE CIVIL PAPER 1 2013
A rectangular open channel carries a discharge of 15 cumecs at depth of flow as 1.5 m and bed slope as 1:1440. If only slope is changed to 1:1000 with same depth of flow, discharge will be:-
A
21.6 cumecs
B
18.0 cumecs
C
12.5 cumecs
D
14.4 cumecs
6
2013 · Unclassified
UKPSC AE CIVIL PAPER 1 2013
For a uniform flow with depth of 0.6 m and Froude number of 2.0 in a rectangular channel, the specific energy will be:-
A
0.8 m
B
2.6 m
C
4.8 m
D
1.8 m