Civil Engineering GATE 2014 Set-1 Questions with Answer

Ques 14 Environmental Engineering


The potable water is prepared from turbid surface water by adopting the following treatment sequence.
(A) Turbid surface water → Coagulation → Flocculation → Sedimentation → Filtration → Disinfection → Storage & Supply
(B) Turbid surface water → Disinfection → Flocculation → Sedimentation → Filtration → Coagulation → Storage & Supply
(C) Turbid surface water → Filtration → Sedimentation → Coagulation → Disinfection → Flocculation → Storage & Supply
(D) Turbid surface water → Sedimentation → Flocculation → Coagulation → Disinfection → Filtration → Storage & Supply

A

A

B

B

C

C

D

D



Ques 15 Environmental Engineering


For a sample of water with the ionic composition shown in the figure below, the carbonate and non-carbonate hardness concentrations (in mg/l as CaCO3), respectively are:

A

200 and 50

B

175 and 75

C

75 and 175

D

50 and 200



Ques 16 Environmental Engineering


A straight 100 m long raw water gravity main is to carry water from an intake structure to the jack well of a water treatment plant. The required flow through this water main is 0.21 m3/s. Allowable velocity through the main is 0.75 m/s. Assume f = 0.01, g = 9.81 m/s2. The minimum gradient (in cm/100 m length) to be given to this gravity main so that the required amount of water flows without any difficulty is _______.


4.7 is the correct answer.


Ques 17 Fluid Mechanics


An incompressible homogeneous fluid is flowing steadily in a variable diameter pipe having the large and small diameters as 15 cm and 5 cm, respectively. If the velocity at a section at the 15 cm diameter portion of the pipe is 2.5 m/s, the velocity of the fluid (in m/s) at a section falling in 5 cm portion of the pipe is


22.5 is the correct answer.


Ques 18 Fluid Mechanics


The dimension for kinematic viscosity is

A

L/MT

B

L/T2

C

L2/T

D

ML/T



Ques 19 Fluid Mechanics


A horizontal jet of water with its cross-sectional area of 0.0028 m2 hits a fixed vertical plate with a velocity of 5 m/s. After impact the jet splits symmetrically in a plane parallel to the plane of the plate. The force of impact (in N) of the jet on the plate is

A

90

B

80

C

70

D

60



Ques 20 Fluid Mechanics


A venturimeter, having a diameter of 7.5 cm at the throat and 15 cm at the enlarged end, is installed in a horizontal pipeline of 15 cm diameter. The pipe carries an incompressible fluid at a steady rate of 30 litres per second. The difference of pressure head measured in terms of the moving fluid in between the enlarged and the throat of the venturimeter is observed to be 2.45 m. Taking the acceleration due to gravity as 9.81 m/s2, the coefficient of discharge of the venturimeter (correct up to two places of decimal) is _______.


0.94 is the correct answer.


Ques 21 Fluid Mechanics


A rectangular channel having a bed slope of 0.0001, width 3.0 m and Manning’s coefficient ‘n’ 0.015, carries a discharge of 1.0 m3/s. Given that the normal depth of flow ranges between 0.76 m and 0.8 m. The minimum width of a throat (in m) that is possible at a given section, while ensuring that the prevailing normal depth is not exceeded along the reach upstream of the contraction, is approximately equal to (assume negligible losses)

A

0.64

B

0.84

C

1.04

D

1.24



Ques 22 Fluid Mechanics


Three rigid buckets, shown as in the figures (1), (2) and (3), are of identical heights and base areas. Further, assume that each of these buckets have negligible mass and are full of water. The weights of water in these buckets are denoted as W1, W2, and W3 respectively. Also, let the force of water on the base of the bucket be denoted as F1, F2, and F3 respectively. The option giving an accurate description of the system physics is

A

W2 = W1 = W3 and F2 > F1 > F3

B

W2 > W1 > W3 and F2 > F1 > F3

C

W2 = W1 = W3 and F1 = F2 = F3

D

W2 > W1 > W3 and F1 = F2 = F3



Ques 23 Fluid Mechanics


An incompressible fluid is flowing at a steady rate in a horizontal pipe. From a section, the pipe divides into two horizontal parallel pipes of diameters d1 and d2 (where d1 = 4d2) that run for a distance of L each and then again join back to a pipe of the original size. For both the parallel pipes, assume the head loss due to friction only and the Darcy-Weisbach friction factor to be the same. The velocity ratio between the bigger and the smaller branched pipes is _______.


2 is the correct answer.


Ques 24 General Aptitude


A student is required to demonstrate a high level of comprehension of the subject, especially in the social sciences.
The word closest in meaning to comprehension is

A

understanding

B

meaning

C

concentration

D

stability



Ques 25 General Aptitude


Choose the most appropriate word from the options given below to complete the following sentence.
One of his biggest ______ was his ability to forgive.

A

vice

B

virtues

C

choices

D

strength



Ques 26 General Aptitude


Rajan was not happy that Sajan decided to do the project on his own. On observing his unhappiness, Sajan explained to Rajan that he preferred to work independently.
Which one of the statements below is logically valid and can be inferred from the above sentences?

A

Rajan has decided to work only in a group.

B

Rajan and Sajan were formed into a group against their wishes.

C

Sajan had decided to give in to Rajan’s request to work with him.

D

Rajan had believed that Sajan and he would be working together.



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