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.
In India, the flow data related to various rivers and streams is usually available with:
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:
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.
Which of the following functions can be performed by a total station?
Which of the following is NOT the source of error in curve layout
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:
The flexural tensile strength of M25 concrete is approximately:
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 line tangent to a level surface at a point is: