Civil Engineering GATE 2013 Questions with Answer

Ques 1 Construction Material


Maximum possible value of Compacting Factor for fresh (green) concrete is:

A

0.5

B

1.0

C

1.5

D

2.0



Ques 2 Environmental Engineering


Some of the water quality parameters are measured by titrating a water sample with a titrant. Group-I gives a list of parameters and Group-II gives the list of titrants. The correct match of water quality parameters in Group-I with titrants in Group-II is:

A

P-1, Q-2, R-3, S-4

B

P-3, Q-4, R-1, S-2

C

P-2, Q-1, R-4, S-3

D

P-4, Q-3, R-2, S-1



Ques 3 Environmental Engineering


A water treatment plant is designed to treat 1 m3/s of raw water. It has 14 sand filters. Surface area of each filter is 50 m2. What is the loading rate (in m3/(day x m2)) with two filters out of service for routine backwashing?


140 to 150 is the correct answer.


Ques 4 Environmental Engineering


A settling tank in a water treatment plant is designed for a surface overflow rate of 30 m3/(day x m2). Assume specific gravity of sediment particles = 2.65, density of water (ρ) = 1000 kg/m3, dynamic viscosity of water (μ) = 0.001 N x s/m2, and Stokes' law is valid. The approximate minimum size of particles that would be completely removed is:

A

0.01 mm

B

0.02 mm

C

0.03 mm

D

0.04 mm



Ques 5 Environmental Engineering


A student began an experiment for determination of 5-day, 20°C BOD on Monday. Since the 5th day fell on Saturday, the final DO readings were taken on the next Monday. On calculation, BOD (i.e., 7-day, 20°C) was found to be 150 mg/L. What would be the 5-day, 20°C BOD (in mg/L)? Assume the value of BOD rate constant (k) at the standard temperature of 20°C as 0.23/day (base e).


127 to 133 is the correct answer.


Ques 6 Environmental Engineering


Elevation and temperature data for a place are tabulated below: Based on the above data, the lapse rate can be referred to as:

A

Super-adiabatic

B

Neutral

C

Sub-adiabatic

D

Inversion



Ques 7 Fluid Mechanics


For subcritical flow in an open channel, the control section for gradually varied flow profiles is

A

at the downstream end

B

at the upstream end

C

at both upstream and downstream ends

D

at any intermediate section



Ques 8 Fluid Mechanics


Group-I contains dimensionless parameters and Group-II contains the ratios. The correct match of dimensionless parameters in Group-I with ratios in Group-II is:

A

P-3, Q-2, R-4, S-1

B

P-3, Q-4, R-2, S-1

C

P-2, Q-3, R-4, S-1

D

P-1, Q-3, R-2, S-4



Ques 9 Fluid Mechanics


For a two dimensional flow field, the stream function is given as \(\psi = \frac{3}{2}(y^2 - x^2)\). The magnitude of discharge occurring between the stream lines passing through points (0,3) and (3,4) is:

A

6

B

3

C

1.5

D

2



Ques 10 Fluid Mechanics


A 2 km long pipe of 0.2 m diameter connects two reservoirs. The difference between water levels in the reservoirs is 8 m. The Darcy-Weisbach friction factor of the pipe is 0.04. Accounting for frictional, entry and exit losses, the velocity in the pipe (in m/s) is:

A

0.63

B

0.35

C

2.52

D

1.25



Ques 11 Fluid Mechanics


The normal depth in a wide rectangular channel is increased by 10%. The percentage increase in the discharge in the channel is:

A

20.1

B

15.4

C

10.5

D

17.2



Ques 12 General Aptitude


The professor ordered to the students to go out of the class. Which of the above underlined parts of the sentence is grammatically incorrect?

A

I

B

II

C

III

D

IV



Ques 13 General Aptitude


A number is as much greater than 75 as it is smaller than 117. The number is:

A

91

B

93

C

89

D

96



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