Question text and figures as in the official paper, with the answer from the official key. Worked solutions for every question are in your report after you take the paper as a 3-hour test.
If ‘→’ denotes increasing order of intensity, then the meaning of the words
[simmer → seethe → smolder] is analogous to
[break → raze → ________ ].
Which one of the given options is appropriate to fill the blank?
(A)
obfuscate
(B)
obliterate
(C)
fracture
(D)
fissure
Answer (official key): B
Worked solution: in your report after you take this paper.
Q2 · General Aptitude · MCQ · 1 mark
In a locality, the houses are numbered in the following way:
The house-numbers on one side of a road are consecutive odd integers starting from
301, while the house-numbers on the other side of the road are consecutive even
numbers starting from 302. The total number of houses is the same on both sides of
the road.
If the difference of the sum of the house-numbers between the two sides of the road
is 27, then the number of houses on each side of the road is
(A)
27
(B)
52
(C)
54
(D)
26
Answer (official key): A
Worked solution: in your report after you take this paper.
On a given day, how many times will the second-hand and the minute-hand of a
clock cross each other during the clock time 12:05:00 hours to 12:55:00 hours?
(A)
51
(B)
49
(C)
50
(D)
55
Answer (official key): C
Worked solution: in your report after you take this paper.
Q6 · General Aptitude · MCQ · 2 marks
In the given text, the blanks are numbered (i)–(iv). Select the best match for
all the blanks.
From the ancient Athenian arena to the modern Olympic stadiums, athletics
(i) ______ the potential for a spectacle. The crowd (ii) ______ with bated
breath as the Olympian artist twists his body, stretching the javelin behind him.
Twelve strides in, he begins to cross-step. Six cross-steps (iii) ______ in an
abrupt stop on his left foot. As his body (iv) ______ like a door turning on a
hinge, the javelin is launched skyward at a precise angle.
(A)
(i) hold; (ii) waits; (iii) culminates; (iv) pivot
(B)
(i) holds; (ii) wait; (iii) culminates; (iv) pivot
(C)
(i) hold; (ii) wait; (iii) culminate; (iv) pivots
(D)
(i) holds; (ii) waits; (iii) culminate; (iv) pivots
Answer (official key): D
Worked solution: in your report after you take this paper.
Q7 · General Aptitude · MCQ · 2 marks
Three distinct sets of indistinguishable twins are to be seated at a circular table that
has 8 identical chairs. Unique seating arrangements are defined by the relative
positions of the people.
How many unique seating arrangements are possible such that each person is sitting
next to their twin?
(A)
12
(B)
14
(C)
10
(D)
28
Answer (official key): A
Worked solution: in your report after you take this paper.
Q8 · General Aptitude · MCQ · 2 marks
The chart given below compares the Installed Capacity (MW) of four power
generation technologies, T1, T2, T3, and T4, and their Electricity Generation
(MWh) in a time of 1000 hours (h).
The Capacity Factor of a power generation technology is:
Which one of the given technologies has the highest Capacity Factor?
(A)
T1
(B)
T2
(C)
T3
(D)
T4
Answer (official key): A
Worked solution: in your report after you take this paper.
Q9 · General Aptitude · MCQ · 2 marks
In the 4×4 array shown below, each cell of the first three columns has either a
cross (X) or a number, as per the given rule.
Rule: The number in a cell represents the count of crosses around its immediate
neighboring cells (left, right, top, bottom, diagonals).
As per this rule, the maximum number of crosses possible in the empty column is
(A)
0
(B)
1
(C)
2
(D)
3
Answer (official key): C
Worked solution: in your report after you take this paper.
Q10 · General Aptitude · MCQ · 2 marks
During a half-moon phase, the Earth-Moon-Sun form a right triangle. If the
Moon-Earth-Sun angle at this half-moon phase is measured to be 89.85∘,
the ratio of the Earth-Sun and Earth-Moon distances is closest to
(A)
328
(B)
382
(C)
238
(D)
283
Answer (official key): B
Worked solution: in your report after you take this paper.
Q11 · Numerical Methods · MCQ · 1 mark
The smallest positive root of the equation
x5−5x4−10x3+50x2+9x−45=0
lies in the range
(A)
0<x≤2
(B)
2<x≤4
(C)
6≤x≤8
(D)
10≤x≤100
Answer (official key): A
Worked solution: in your report after you take this paper.
Q12 · Partial Differential Equations · MCQ · 1 mark
The second-order differential equation in an unknown function u=u(x,y) is
defined as
∂x2∂2u=2.
Assuming g=g(x), f=f(y), and h=h(y), the general solution of the above
differential equation is
(A)
u=x2+f(y)+g(x)
(B)
u=x2+xf(y)+h(y)
(C)
u=x2+xf(y)+g(x)
(D)
u=x2+f(y)+yg(x)
Answer (official key): B
Worked solution: in your report after you take this paper.
Q13 · Probability and Statistics · MCQ · 1 mark
The probability that a student passes only in Mathematics is 31.
The probability that the student passes only in English is 94.
The probability that the student passes in both of these subjects is 61.
The probability that the student will pass in at least one of these two subjects is
(A)
1817
(B)
1811
(C)
1814
(D)
181
Answer (official key): A
Worked solution: in your report after you take this paper.
Q14 · Structural Engineering · MCQ · 1 mark
The three-dimensional state of stress at a point is given by
σ=10000400000 MPa.
The maximum shear stress at the point is
(A)
20 MPa
(B)
15 MPa
(C)
5 MPa
(D)
25 MPa
Answer (official key): A
Worked solution: in your report after you take this paper.
Q15 · Construction Materials and Management · MCQ · 1 mark
Concrete of characteristic strength 30 MPa is required. If 40 specimens of concrete
cubes are to be tested, the minimum number of specimens having at least 30 MPa
strength should be
(A)
35
(B)
37
(C)
38
(D)
39
Answer (official key): C
Worked solution: in your report after you take this paper.
Q16 · Construction Materials and Management · MCQ · 1 mark
Consider the statements P and Q.
P: Client’s Preliminary Estimate is used for budgeting costs toward the end of
planning and design phase.
Q: Client’s Detailed Estimate is used for controlling costs during the execution of
the project.
Which one of the following options is CORRECT?
(A)
Both P and Q are TRUE
(B)
P is TRUE and Q is FALSE
(C)
Both P and Q are FALSE
(D)
P is FALSE and Q is TRUE
Answer (official key): A
Worked solution: in your report after you take this paper.
Q17 · Construction Materials and Management · MCQ · 1 mark
The following figure shows the arrangement of formwork for casting a cantilever
RC beam.
The correct sequence of removing the Shores/Props is
A 2 m wide strip footing is founded at a depth of 1.5 m below the ground level in
a homogeneous pure clay bed. The clay bed has unit cohesion of 40 kPa. Due to
seasonal fluctuations of water table from peak summer to peak monsoon period, the
net ultimate bearing capacity of the footing, as per Terzaghi’s theory, will
(A)
remain the same
(B)
decrease
(C)
increase
(D)
become zero
Answer (official key): A
Worked solution: in your report after you take this paper.
Q19 · Geotechnical Engineering · MCQ · 1 mark
Consider the statements P and Q.
P: Soil particles formed by mechanical weathering, and close to their origin are
generally subrounded.
Q: Activity of the clay physically signifies its swell potential.
Which one of the following options is CORRECT?
(A)
Both P and Q are TRUE
(B)
P is TRUE and Q is FALSE
(C)
Both P and Q are FALSE
(D)
P is FALSE and Q is TRUE
Answer (official key): D
Worked solution: in your report after you take this paper.
Q20 · Water Resources Engineering · MCQ · 1 mark
The number of degrees of freedom for a natural open channel flow with a mobile
bed is
(A)
2
(B)
3
(C)
4
(D)
5
Answer (official key): C
Worked solution: in your report after you take this paper.
Q21 · Environmental Engineering · MCQ · 1 mark
The following table gives various components of Municipal Solid Waste (MSW)
and a list of treatment/separation techniques.
Component of MSW
Treatment/separation technique
P - Ferrous metals
i - Incineration
Q - Aluminum and copper
ii - Rapid composting
R - Food waste
iii - Eddy current separator
S - Cardboard
iv - Magnetic separator
The CORRECT match is
(A)
P-iii, Q-iv, R-i, S-ii
(B)
P-iv, Q-iii, R-ii, S-i
(C)
P-iii, Q-iv, R-ii, S-i
(D)
P-iv, Q-iii, R-i, S-ii
Answer (official key): B
Worked solution: in your report after you take this paper.
Q22 · Transportation Engineering · MCQ · 1 mark
A car is travelling at a speed of 60 km/hr on a section of a National Highway
having a downward gradient of 2%. The driver of the car suddenly observes a
stopped vehicle on the car path at a distance 130 m ahead, and applies brake. If the
brake efficiency is 60%, coefficient of friction is 0.7, driver’s reaction time is
2.5 s, and acceleration due to gravity is 9.81 m/s2, the distance (in meters)
required by the driver to bring the car to a safe stop lies in the range
(A)
126 to 130
(B)
41 to 45
(C)
33 to 37
(D)
75 to 79
Answer (official key): D
Worked solution: in your report after you take this paper.
Q23 · Transportation Engineering · MCQ · 1 mark
As per the International Civil Aviation Organization (ICAO), the basic runway
length is increased by x (%) for every y (m) raise in elevation from the Mean
Sea Level (MSL). The values of x and y, respectively, are
(A)
7% and 300 m
(B)
5% and 200 m
(C)
4% and 500 m
(D)
10% and 1000 m
Answer (official key): A
Worked solution: in your report after you take this paper.
Q24 · Transportation Engineering · MCQ · 1 mark
Which one of the following statements related to bitumen is FALSE?
(A)
Kinematic viscosity is a measure of resistance to the flow of molten bitumen under gravity.
(B)
Softer grade bitumen possesses higher softening point than hard grade bitumen.
(C)
Flash point of bitumen is the lowest temperature at which application of a test flame causes vapours of the bitumen to catch an instant fire in the form of flash under specified test conditions.
(D)
Ductility test is carried out on bitumen to test its adhesive property and ability to stretch.
Answer (official key): B
Worked solution: in your report after you take this paper.
Q25 · Geomatics Engineering · MCQ · 1 mark
If the number of sides resulting in a closed traverse is increased from three to four,
the sum of the interior angles increases by
(A)
90∘
(B)
180∘
(C)
270∘
(D)
360∘
Answer (official key): B
Worked solution: in your report after you take this paper.
Q26 · Geomatics Engineering · MCQ · 1 mark
A surveyor observes a zenith angle of 93∘00′00′′ during a theodolite survey.
The corresponding vertical angle is
(A)
−03∘00′00′′
(B)
+03∘00′00′′
(C)
−87∘00′00′′
(D)
+87∘00′00′′
Answer (official key): A
Worked solution: in your report after you take this paper.
Q27 · Geomatics Engineering · MCQ · 1 mark
Among the following statements relating the fundamental lines of a transit
theodolite, which one is CORRECT?
(A)
The line of collimation must be perpendicular to the horizontal axis at its intersection with the vertical axis.
(B)
The axis of altitude level must be perpendicular to the line of collimation.
(C)
The axis of plate level must lie in a plane parallel to the vertical axis.
(D)
The Vernier of vertical circle must read zero when the line of collimation is vertical.
Answer (official key): A
Worked solution: in your report after you take this paper.
Q28 · Partial Differential Equations · MSQ · 1 mark
The elements that DO NOT increase the strength of structural steel are
(A)
Carbon
(B)
Manganese
(C)
Sulphur
(D)
Chlorine
Answer (official key): C, D
Worked solution: in your report after you take this paper.
Q30 · Structural Engineering · MSQ · 1 mark
Consider a balanced doubly-reinforced concrete section. If the material and other
sectional properties remain unchanged, for which of the following cases will the
section becomes under-reinforced?
(A)
Area of tension reinforcement is increased.
(B)
Area of compression reinforcement is increased.
(C)
Area of tension reinforcement is decreased.
(D)
Area of compression reinforcement is decreased.
Answer (official key): B, C
Worked solution: in your report after you take this paper.
Q31 · Environmental Engineering · MSQ · 1 mark
The primary air pollutant(s) is/are
(A)
Sulphur dioxide
(B)
Lead
(C)
Ozone
(D)
Sulphuric acid
Answer (official key): A, B
Worked solution: in your report after you take this paper.
Q32 · Numerical Methods · Numerical · 1 mark
Consider the data of f(x) given in the table.
i
0
1
2
xi
1
2
3
f(xi)
0
0.3010
0.4771
The value of f(1.5) estimated using second-order Newton’s interpolation formula
is ______________ (rounded off to 2 decimal places).
The plane frame shown in the figure has fixed support at joint A, hinge support at
joint F, and roller support at joint I. In the figure, A to I indicate joints of the frame.
If the axial deformations are neglected, the degree of kinematic indeterminacy is
________ (in integer).
Answer (official key): 9
Worked solution: in your report after you take this paper.
Q34 · Geotechnical Engineering · Numerical · 1 mark
An embankment is constructed with soil by maintaining the degree of saturation as
75% during compaction. The specific gravity of soil is 2.68 and the moisture
content is 17% during compaction. Consider the unit weight of water as 10 kN/m3.
The dry unit weight (in kN/m3) of the compacted soil is ________________
(rounded off to 2 decimal places).
Answer (official key): 16.6 to 16.8
Worked solution: in your report after you take this paper.
Q35 · Water Resources Engineering · Numerical · 1 mark
A 30 cm diameter well fully penetrates an unconfined aquifer of saturated thickness
20 m with hydraulic conductivity of 10 m/day. Under the steady pumping rate for a
long time, the drawdowns in two observation wells located at 10 m and 100 m from
the pumping well are 5 m and 1 m, respectively.
The corresponding pumping rate (in m3/day) from the well is _____________
(rounded off to 2 decimal places).
Answer (official key): 1852 to 1858
Worked solution: in your report after you take this paper.
Q36 · Linear Algebra · MCQ · 2 marks
What are the eigenvalues of the matrix
211141112?
(A)
1, 2, 5
(B)
1, 3, 4
(C)
−5, 1, 2
(D)
−5, −1, 2
Answer (official key): A
Worked solution: in your report after you take this paper.
Q37 · Calculus · MCQ · 2 marks
A vector field p and a scalar field r are given by
P: Curl of the gradient of the scalar field r is a null vector.
Q: Divergence of curl of the vector field p is zero.
Which one of the following options is CORRECT?
(A)
Both P and Q are FALSE
(B)
P is TRUE and Q is FALSE
(C)
P is FALSE and Q is TRUE
(D)
Both P and Q are TRUE
Answer (official key): D
Worked solution: in your report after you take this paper.
Q38 · Structural Engineering · MCQ · 2 marks
Find the correct match between the plane stress states and the Mohr’s circles shown
in the figure.
(A)
(P)-(III); (Q)-(IV); (R)-(I); (S)-(II)
(B)
(P)-(III); (Q)-(II); (R)-(I); (S)-(IV)
(C)
(P)-(I); (Q)-(IV); (R)-(III); (S)-(II)
(D)
(P)-(I); (Q)-(II); (R)-(III); (S)-(IV)
Answer (official key): A
Worked solution: in your report after you take this paper.
Q39 · Structural Engineering · MCQ · 2 marks
The beam shown in the figure is subjected to a uniformly distributed downward
load of intensity q between supports A and B.
Considering the upward reactions as positive, the support reactions are
(A)
RA=2ql;RB=25ql;RC=−ql
(B)
RA=−ql;RB=25ql;RC=2ql
(C)
RA=−2ql;RB=25ql;RC=0
(D)
RA=2ql;RB=ql;RC=2ql
Answer (official key): A
Worked solution: in your report after you take this paper.
Q40 · Structural Engineering · MCQ · 2 marks
A homogeneous shaft PQR with fixed supports at both ends is subjected to a
torsional moment T at point Q, as shown in the figure. The polar moments of inertia
of the portions PQ and QR of the shaft with circular cross-sections are J1 and
J2, respectively. The torsional moment reactions at the supports P and R are
TP and TR, respectively.
If TP/TR=4 and J1/J2=2, the ratio of the lengths L1/L2 is
(A)
0.50
(B)
0.25
(C)
4.00
(D)
2.00
Answer (official key): A
Worked solution: in your report after you take this paper.
Q41 · Geotechnical Engineering · MCQ · 2 marks
A vertical smooth rigid retaining wall is supporting horizontal ground with dry
cohesionless backfill having a friction angle of 30∘. The inclinations of
failure planes with respect to the major principal plane for Rankine’s active and
passive earth pressure conditions, respectively, are
(A)
30∘ and 30∘
(B)
60∘ and 60∘
(C)
30∘ and 60∘
(D)
60∘ and 30∘
Answer (official key): B
Worked solution: in your report after you take this paper.
Q42 · Water Resources Engineering · MCQ · 2 marks
A flow velocity field V=V(x,y) for a fluid is represented by
V=3i^+(5x)j^.
In the context of the fluid and the flow, which one of the following statements is
CORRECT?
(A)
The fluid is incompressible and the flow is rotational.
(B)
The fluid is incompressible and the flow is irrotational.
(C)
The fluid is compressible and the flow is rotational.
(D)
The fluid is compressible and the flow is irrotational.
Answer (official key): A
Worked solution: in your report after you take this paper.
Q43 · Environmental Engineering · MCQ · 2 marks
For assessing the compliance with the emissions standards of incineration plants, a
correction needs to be applied to the measured concentrations of air pollutants. The
emission standard (based on 11% Oxygen) for HCl is 50 mg/Nm3 and the measured
concentrations of HCl and Oxygen in flue gas are 42 mg/Nm3 and 13%,
respectively.
Assuming 21% Oxygen in air, the CORRECT statement is:
(A)
No compliance, as the corrected HCl emission is greater than the emission standard.
(B)
Compliance is there, as the corrected HCl emission is lesser than the emission standard.
(C)
Compliance is there, as there is no need to apply the correction since Oxygen is greater than 11% and HCl emission is lesser than the emission standard.
(D)
No compliance, as the Oxygen is greater than 11% in the flue gas.
Answer (official key): A
Worked solution: in your report after you take this paper.
Q44 · Transportation Engineering · MCQ · 2 marks
The free mean speed is 60 km/hr on a given road. The average space headway at
jam density on this road is 8 m. For a linear speed-density relationship, the
maximum flow (in veh/hr/lane) expected on the road is
(A)
1875
(B)
938
(C)
2075
(D)
1038
Answer (official key): A
Worked solution: in your report after you take this paper.
Q45 · Geomatics Engineering · MCQ · 2 marks
A map is prepared with a scale of 1:1000 and a contour interval of 1 m. If the
distance between two adjacent contours on the map is 10 mm, the slope of the
ground between the adjacent contours is
(A)
30%
(B)
10%
(C)
35%
(D)
40%
Answer (official key): B
Worked solution: in your report after you take this paper.
Q46 · Geotechnical Engineering · MSQ · 2 marks
Which of the following statement(s) is/are CORRECT?
(A)
Swell potential of soil decreases with an increase in the shrinkage limit.
(B)
Both loose and dense sands with different initial void ratios can attain similar void ratio at large strain during shearing.
(C)
Among the several corrections to be applied to the SPT-N value, the dilatancy correction is applied before all other corrections.
(D)
In electrical resistivity tomography, the depth of current penetration is half of the spacing between the electrodes.
Answer (official key): A, B
Worked solution: in your report after you take this paper.
Q47 · Probability and Statistics · Numerical · 2 marks
The return period of a large earthquake for a given region is 200 years. Assuming
that earthquake occurrence follows Poisson’s distribution, the probability that it
will be exceeded at least once in 50 years is ________________ %
(rounded off to the nearest integer).
Answer (official key): 21 to 23
Worked solution: in your report after you take this paper.
Q48 · Ordinary Differential Equations · Numerical · 2 marks
A 2 m × 2 m tank of 3 m height has inflow, outflow and stirring mechanisms.
Initially, the tank was half-filled with fresh water. At t=0, an inflow of a salt
solution of concentration 5 g/m3 at the rate of 2 litre/s and an outflow of the
well stirred mixture at the rate of 1 litre/s are initiated. This process can be
modelled using
dtdm+6000+tm=0.01,
where m is the mass (grams) of the salt at time t (seconds).
The mass of the salt (in grams) in the tank at 75% of its capacity is _____________
(rounded off to 2 decimal places).
Answer (official key): 24.5 to 25.5
Worked solution: in your report after you take this paper.
Q49 · Structural Engineering · Numerical · 2 marks
The plane truss shown in the figure has 13 joints and 22 members. The truss is
made of a homogeneous, prismatic, linearly elastic material. All members have
identical axial rigidity. A to M indicate the joints of the truss. The truss has pin
supports at joints A and L and roller support at joint K. The truss is subjected to a
10 kN vertically downward force at joint H and a 10 kN horizontal force in the
rightward direction at joint B as shown.
The magnitude of the reaction (in kN) at the pin support L is _____________
(rounded off to 1 decimal place).
Answer (official key): 7 to 8
Worked solution: in your report after you take this paper.
Q50 · Structural Engineering · Numerical · 2 marks
An inverted T-shaped concrete beam (B1) in the figure, with centroidal axis X-X,
is subjected to an effective prestressing force of 1000 kN acting at the bottom kern
point of the beam cross-section. Also consider an identical concrete beam (B2) with
the same grade of concrete but without any prestressing force.
The additional cracking moment (in kN·m) that can be carried by beam B1 in
comparison to beam B2 is ____________ (rounded off to the nearest integer).
Answer (official key): 299 to 301
Worked solution: in your report after you take this paper.
Q51 · Construction Materials and Management · Numerical · 2 marks
The initial cost of an equipment is Rs. 1,00,000. Its salvage value at the end of
accounting life of 5 years is Rs. 10,000. The difference in depreciation (in Rs.)
computed using ‘double-declining balance method’ and ‘straight line method’ of
depreciation in Year-2 is _____________ (in positive integer).
Answer (official key): 6000
Worked solution: in your report after you take this paper.
Q52 · Structural Engineering · Numerical · 2 marks
A slab panel with an effective depth of 250 mm is reinforced with 0.2% main
reinforcement using 8 mm diameter steel bars. The uniform center-to-center
spacing (in mm) at which the 8 mm diameter bars are placed in the slab panel is
__________ (rounded off to the nearest integer).
Answer (official key): 99 to 102
Worked solution: in your report after you take this paper.
Q53 · Geotechnical Engineering · Numerical · 2 marks
The total primary consolidation settlement (Sc) of a building constructed on a
10 m thick saturated clay layer is estimated to be 50 mm. After 300 days of the
construction of the building, primary consolidation settlement was reported as
10 mm.
The additional time (in days) required to achieve 50% of Sc will be
______________________ (rounded off to the nearest integer).
Answer (official key): 1550 to 1600
Worked solution: in your report after you take this paper.
Q54 · Geotechnical Engineering · Numerical · 2 marks
An infinite slope is made up of cohesionless soil with seepage parallel to and up to
the sloping surface. The angle of slope is 30∘ with respect to horizontal
ground surface. The unit weights of the saturated soil and water are 20 kN/m3
and 10 kN/m3, respectively.
The minimum angle of shearing resistance of the soil (in degrees) for the critically
stable condition of the slope is _____________ (rounded off to the nearest integer).
Answer (official key): 48 to 50
Worked solution: in your report after you take this paper.
Q55 · Geotechnical Engineering · Numerical · 2 marks
A soil sample was consolidated at a cell pressure of 20 kPa and a back pressure of
10 kPa for 24 hours during a consolidated undrained (CU) triaxial test. The cell
pressure was increased to 30 kPa on the next day and it resulted in the development
of pore water pressure of 1 kPa. The soil sample failed when the axial stress was
gradually increased to 50 kPa. The pore water pressure at failure was recorded as
21 kPa.
The value of Skempton’s pore pressure parameter B for the soil sample is
______________ (rounded off to 2 decimal places).
Answer (official key): 0.09 to 0.11 or 0.55 to 0.65
Worked solution: in your report after you take this paper.
Q56 · Water Resources Engineering · Numerical · 2 marks
The ordinates of a 1-hour unit hydrograph (UH) are given below.
Time (hours)
0
1
2
3
4
5
Ordinates of 1-hour UH (m3/s)
0
13
50
80
95
85
Time (hours)
6
7
8
9
10
11
Ordinates of 1-hour UH (m3/s)
55
35
15
10
3
0
These ordinates are used to derive a 3-hour UH. The peak discharge (in m3/s)
for the derived 3-hour UH is _____________ (rounded off to the nearest integer).
Answer (official key): 86 to 88
Worked solution: in your report after you take this paper.
Q57 · Water Resources Engineering · Numerical · 2 marks
A standard round bottom triangular canal section as shown in the figure has a bed
slope of 1 in 200. Consider the Chezy’s coefficient as 150 m1/2/s.
The normal depth of flow, y (in meters) for carrying a discharge of 20 m3/s is
____________ (rounded off to 2 decimal places).
Answer (official key): 1.09 to 1.12
Worked solution: in your report after you take this paper.
Q58 · Water Resources Engineering · Numerical · 2 marks
A spillway has unit discharge of 7.5 m3/s/m. The flow depth at the downstream
horizontal apron is 0.5 m. The tail water depth (in meters) required to form a
hydraulic jump is __________ (rounded off to 2 decimal places).
Answer (official key): 4.4 to 4.7
Worked solution: in your report after you take this paper.
Q59 · Water Resources Engineering · Numerical · 2 marks
A 5 m × 5 m closed tank of 10 m height contains water and oil, and is
connected to an overhead water reservoir as shown in the figure. Use
γw=10 kN/m3 and Specific gravity of oil = 0.8.
The total force (in kN) due to pressure on the side PQR of the tank is
______________ (rounded off to the nearest integer).
Answer (official key): 5575 to 5585
Worked solution: in your report after you take this paper.
Q60 · Environmental Engineering · Numerical · 2 marks
Activated carbon is used to remove a pollutant from wastewater in a mixed batch
reactor, which follows first-order reaction kinetics.
At a reaction rate of 0.38 /day, the time (in days) required to remove the pollutant
by 95% is ______________ (rounded off to 1 decimal place).
Answer (official key): 7.8 to 8
Worked solution: in your report after you take this paper.
Q61 · Environmental Engineering · Numerical · 2 marks
A water treatment plant treats 25 MLD water with a natural alkalinity of 4.0 mg/L
(as CaCO3). It is estimated that, during coagulation of this water, 450 kg/day of
calcium bicarbonate [Ca(HCO3)2] is required based on the alum dosage.
Consider the atomic weights as: Ca-40, H-1, C-12, O-16.
The quantity of pure quick lime, CaO (in kg) required for this process per day is
___________ (rounded off to 2 decimal places).
Answer (official key): 99 to 100
Worked solution: in your report after you take this paper.
Q62 · Transportation Engineering · Numerical · 2 marks
The number of trains and their corresponding speeds for a curved Broad Gauge
section with 437 m radius, are
20 trains travel at a speed of 40 km/hr
15 trains travel at a speed of 50 km/hr
12 trains travel at a speed of 60 km/hr
8 trains travel at a speed of 70 km/hr
3 trains travel at a speed of 80 km/hr
If the gauge (center-to-center distance between the rail heads) is taken as 1750 mm,
the required equilibrium cant (in mm) will be ______________
(rounded off to the nearest integer).
Answer (official key): 86 to 90
Worked solution: in your report after you take this paper.
Q63 · Transportation Engineering · Numerical · 2 marks
The figure presents the trajectories of six vehicles within a time-space domain. The
number in the parentheses represents unique identification of each vehicle.
The mean speed (in km/hr) of the vehicles in the entire time-space domain is
_______________ (rounded off to the nearest integer).
Answer (official key): 54 to 58
Worked solution: in your report after you take this paper.
Q64 · Transportation Engineering · Numerical · 2 marks
The following data is obtained from an axle load survey at a site:
Average rear axle load = 12000 kg
Number of commercial vehicles = 800 per day
The pavement at this site would be reconstructed over a period of 5 years from the
date of survey. The design life of the reconstructed pavement is 15 years. Use the
standard axle load as 8160 kg and the annual average vehicle growth rate as 4.0%.
Assume that Equivalent Wheel Load Factor (EWLF) and Vehicle Damage Factor
(VDF) are equal.
The cumulative standard axle (in msa) for the pavement design is ____________
(rounded off to 2 decimal places).
Answer (official key): 40.6 to 40.9
Worked solution: in your report after you take this paper.
Q65 · Geomatics Engineering · Numerical · 2 marks
A bird is resting on a point P at a height of 8 m above the Mean Sea Level (MSL).
Upon hearing a loud noise, the bird flies parallel to the ground surface and reaches
a point Q which is located at a height of 3 m above MSL. The ground surface has a
falling gradient of 1 in 2. Ignoring the effects of curvature and refraction, the
horizontal distance (in meters) between points P and Q is _______________
(in integer).
Answer (official key): 10
Worked solution: in your report after you take this paper.