Exam Details
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2018
Review the key details, then start the test when you are ready. You can also open the full package to see related papers.
Questions
150
Duration
180 mins
Package
ESE & GATE CE - Previous Year Papers
Paper pattern & analysis
Filter this paper by subject, topic or subtopic. Every graph updates from the selected questions.
Topic distribution
Subtopic distribution
Difficulty distribution
150questions
Medium
87
58%
Hard
53
35.3%
Easy
10
6.7%
Question type distribution
150questions
Multiple Choices
150
100%
Instructions
Demo Instruction
Syllabus
Sample
Sample questions from this paper
Questions are selected across the paper subjects wherever the paper contains that variety.
2018 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2018
In a 90° triangular notch, the error in the estimated discharge for a given head due to an error of 1% in cutting the vertex angle is
2018 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2018
Consider the following statements :
1) All soils can be identified in the field by visual examination
2) Fine-grained soils can be identified in the field by visual examination and touch
3) Fine grained soils can be identified in the field by dilatancy test
4) By visual examination, only coarse-grained soils can be identified
Which of the above statements are correct?
1) All soils can be identified in the field by visual examination
2) Fine-grained soils can be identified in the field by visual examination and touch
3) Fine grained soils can be identified in the field by dilatancy test
4) By visual examination, only coarse-grained soils can be identified
Which of the above statements are correct?
2018 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2018
An open channel is of isosceles triangle shape, with side slopes 1 vertical and n horizontal. The ratio of the critical depth to specific energy at critical depth will be
2018 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2018
A pipe network is shown with all needful input data to compute the first iteration improved magnitudes of the initially assumed flows in the branches. What will be the such improved flow magnitudes in branches AB and CD? Consider to first decimal accuracy
_4_Question.png)
_4_Question.png)
2018 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2018
A 2 m wide rectangular channel carries a discharge of 10 m3/s. What would be the depth of flow if the Froude number of the flow is 2.0?
2018 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2018
M3 profile is indicated by which of the following conditions?
_1_Option_4.png)
_3_Option_1.png)
_3_Option_2.png)
_3_Option_4.png)
_3_Option_3.png)