Q.1 � Q.20 Carry One Mark Each
1 1 3
The minimum and the maximum eigen values of the matrix 1 5 1 are -2 and
Q.1
3 1 1
6, respectively. What is the other eigen value?
(A) 5 (B) 3 (C) 1 (D) -1
d 2x
+ 2 x3 = 0 is
Q.2 The degree of the differential equation 2
dt
(A) 0 (B) 1 (C) 2 (D) 3
dy
= x 2 y with condition that y = 1 at
Q.3 The solution for the differential equation
dx
x=0 is
x3
1
x3 x2
(A) y = e ( B ) ln( y ) = +4 (C ) ln( y ) = (d ) y = e
2x 3
3 2
Q.4 An axially loaded bar is subjected to a normal stress of 173 MPa. The shear stress
in the bar is
(A) 75MPa (B) 86.5MPa (C) 100MPa (D) 122.3MPa
Q.5 A steel column, pinned at both ends, has a buckling load of 200kN. If the column
is restrained against lateral movement at its mid-height, its buckling load will be
(A) 200kN (B) 283kN (C) 400kN (D) 800kN
Q.6 The stiffness coefficient kij indicates
(A) force at i due to a unit deformation at j.
(B) deformation at j due to a unit force at i.
(C) deformation at i due to a unit force at j.
(D) force at j due to a unit deformation at i.
Q.7 For an isotropic material, the relationship between the Young's modulus (E),
shear modulus (G) and Poisson's ratio (μ) is given by
E G E E
( A) G = ( B) E = (C ) G = ( D) G =
2(1 + μ ) 2(1 + μ ) (1Q.8 A clay soil sample is tested in triaxial apparatus in consolidated-drained
conditions at a cell pressure of 100 kN/m2. What will be the pore water pressure at
a deviator stress of 40kN/m2?
(A) 0kN /m2 (B) 20kN/m2 (C) 40kN/m2 (D) 60kN/m2
Q.9 The number of blows observed in a Standard Penetration Test (SPT) for different
penetration depths are given as follows.
Penetration of sampler Number of blows
0-150mm 6
150-300mm 8
300-450mm 10
The observed N value is
(A) 8 (B) 14 (C) 18 (D) 24
Q.10 The vertical stress at some depth below the corner of a 2m x 3m rectangular
footing due to a certain load intensity is 100 kN / m2 below the centre of a
4m x 6m rectangular footing at the same depth and same load intensity?
(A) 25 (B) 100 (C) 200 (D) 400
Q.11 There is a free overfall at the end of a long open channel. For a given flow rate,
the critical depth is less than the normal depth. What gradually varied flow profile
will occur in the channel for this flow rate?
(A) M1 (B) M2 (C) M3 (D) S1
Q.12 The consumptive use of water for a crop during a particular stage of growth is
2.0mm / day. The maximum depth of available water is the root zone is 60mm.
Irrigation is required when the amount of available water is 50% of the maximum
available water in the root zone. Frequency of irrigation should be
(A) 10 days (B) 15days (C) 20days (D) 25days
Q.13 As per the Lacey's method for design of alluvial channels, identity the true
statement from the following
(A) Wetted perimeter increases with an increase in design discharge
(B) Hydraulic radius increases with an increase in silt factor.
(C) Wetted perimeter decreases with an increase in design discharge.
(D) Wetted perimeter increases with an increase in silt factor.
Q.14 At two points 1 and 2 in a pipeline the velocities are V and 2V, respectively. Both
the points are at the same elevation. Both the points are at the same elevation. The
luid density is ρ. The flow can be assumed to be in compressible, inviscid, steady
and irrotational. The difference in pressures P1 and P2 at points 1 and 2 is
(A) 0.5ρV2 (B) 1.5ρV2 (C) 2ρV2 (D) 3ρV2
Q.15 The presence of hardness in excess of permissible limit causes
(A) Cardio Vascular problems (B) Skin discolouration
(C) Calcium deficiency (D) Increased laundry expenses
Q.16 The dispersion of pollutants in atmosphere is maximum when
(A) environmental lapse rate is greater than adiabatic lapse rate.
(B) environmental lapse rate is less than adiabatic lapse rate.
(C) environmental lapse rate is equal to adiabatic lapse rate.
(D) maximum mixing depth is equal to zero.
Q.17 The alkalinity and the hardness of a water sample are 250mg/L and 350 mg/L as
CaCo3, respectively. The water has
(A) 350 mg/L carbonate hardness and zero non-carbonate hardness.
(B) 250mg/L carbonate hardness and zero non-carbonate hardness.
(C) 250mg/L carbonate hardness and 350 mg/L non-carbonate hardness.
(D) 250mg/L carbonate hardness and 100 mg/L non-carbonate hardness.
Q.18 The consistency and flow resistance of bitumen can be determined from the
following.
(A) Ductility test (B) Penetration test
(C) Softening point Test (D) Viscosity test
Q.19 If a two-lane national highway and a two-lane state highway intersect at right
right angles, the number of potential conflict points at the intersection, assuming
that both the roads are two-way is
(A) 11 (B) 17 (C) 24 (D) 32
Q.20 In signal design as per Indian Roads Congress specifications, if the sum of the
ratios of normal flows to saturation flow of two directional traffic flow is 0.50 and
the total lost time per cycle is 10 seconds, the optimum cycle length in seconds is
(A) 100 (B) 80 (C) 60 (D) 40
Q.21 to Q.75 carry two marks each
For what values of α and β the following simultaneous equations have an infinite
Q.21
number of solutions?
x + y + z = 5; x + 3y + 3z = 9;
x + 2y + αz = β
(D) 7,2
(A) 2,7 (B) 3,8 (C) 8,3
Q.22 A velocity vector is given as
r
r r r
V = 5 xy i + 2 y 2 j + 3 yz 2 k .
The divergence of this velocity vector at (1,1,1) is
(A) 9 (B) 10 (C) 14 (D) 15
A body originally at 600C cools down to 400C in 15minutes when kept in air at a
Q.23
temperature of 250C. What will be the temperature of the body at the end of
30minutes?
(A) 35.20C (B) 31.50C (C) 28.70C (D) 150C
Q.24 The following equation needs to be numerically solved using the Newton-
Raphson method.
x3 + 4x � 9 = 0
The iterative equation for this purpose is (k indicates the iteration level)
2 x3 + 9 3x k2 + 4
( A) xk +1 = 2 ( B) xk +1 = 2
k
3xk + 4 2 xk + 9
4 xk2 + 3
(C ) xk +1 = xk − 3xk + 4 ( D) xk +1 =
2
9 xk + 2
2
∞
sin t
∫ dt
Q.25 Evaluate
t
0
π π π
( A) π ( B) (C ) ( D)
2 4 3
Potential function φ is given as φ = x 2 + y 2 . What will be the stream function
Q.26
(ψ ) with the condition ψ = 0 at x = y = 0?
(B) x2 + y2 (C) x2 � y2 (D) 2x2y2
(A) 2xy
1 2
Q.27 The inverse of the 2 x 2 matrix is
5 7
1 −7 2 1 7 2
( A) ( B)
3 5 −1 3 5 1
1 7 −2 1 −7 −2
(C ) ( D)
3 −5 1 3 −5 −1
Given that one root of the equation x3-10x2+31x-30=0 is 5, the other two roots are
Q.28
(A) 2 and 3 (B) 2 and 4 (C) 3 and 4 (D) -2 and -3
Q.29 If the standard deviation of the spot speed of vehicles in a highway is 8.8 kmph
and the mean speed of the vehicles is 33kmph, the coefficient of variation in
speed is
(A) 0.1517 (B) 0.1867 (C) 0.2666 (D) 0.3646
Q.30 A metal bar of length 100mm is inserted between two rigid supports and its
temperature is increased by 100C. If the coefficient of thermal expansion is 12 x
10-6 per 0C and the Young's modulus is 2 x 105 MPa, the stress in the bar is
(A) zero (B) 12MPa (C) 24MPa (D) 2400MPa
Q.31 A rigid bar is suspended by three rods made of the same material as shown in the
figure. The area and length of the central rod are 3A and L, respectively while that
of the two outer rods are 2A and 2L respectively. If a downward force of 50kN is
applied to the rigid bar, the forces in the central and each of the outer rods will be
(A) 16.67 kN each (B) 30kN and 15kN
(C) 30kN and 10kN (D) 21.4kN and 14.3kN
Q.32 The maximum and minimum shear stresses in a hollow circular shaft of outer
diameter 20mm and thickness 2mm, subjected to a torque of 92.7 N.m will be
(A) 59 MPa and 47.2 MPa (B) 10MPa and 80MPa
(C) 118 MPa and 160 MPa (D) 200 MPa and 160 MPa
Q.33 The shear stress at the neutral axis in a beam of triangular section with a base of
40mm and height of 20mm, subjected to a shear force of 3kN is
(A) 3MPa (B) 6MPa (C) 10MPa (D) 20MPa
U1 and U2 are the strain energies stored in a prismatic bar due to axial tensile
Q.34
forces P1 and P2 respectively. The strain energy stored in the same bar due to
combined action of P1 and P2 will be
(A) U = U1 + U2 (B) U = U1 U2
(C) U 1 + U2
Q.35 The right triangular truss is made of members having equal cross sectional area of
1550 mm2 and Young's modulus of 2 x 105 MPa. The horizontal deflection of the
joint Q is
Q
Q.36 The influence line diagram (ILD) shown is for the member
P Q
R S
tension
ILD
compression
(A) PS (B) RS (C) PQ (D) QS
Q.37 Consider the following statements:
The compressive strength of concrete decreases with increase in water-
1.
cement ratio of the concrete mix.
2. Water is added to the concrete mix for hydration of cement and
workability.
Creep and shrinkage of concrete are independent of the water-cement ratio
3.
in the concrete mix.
The true statements are
(A) 1 and 2 (B) 1, 2 and 3 (C) 2 and 3 (D) only 2
Q.38 The percentage loss of prestress due to anchorage slip of 3mm in a concrete beam
of length 30m which is post-tensioned by a tendon with an initial stress of 1200 N
/ mm2 and modulus of elasticity equal to 2.1 x 105 N/mm2 is
(A) 0.0175 (B) 0.175 (C) 1.75 (D) 17.5
Q.39 A concrete beam of rectangular cross-section of size 120mm (width) and 200mm
(depth) is prestressed by a straight tendon to an effective force of 150kN at an
eccentricity of 20mm (below the centroidal axis in the depth direction). The
stresses at the top and bottom fibres of the section are
(A) 2.5 N/mm2 (compression), 10N/mm2 (compression)
(B) 10N / mm2 (tension), 3.75 N / mm2
(C) 3.75 N/mm2 (tension), 3.75 N/mm2 (compression)
(D) 2.75 N/mm2 (compression), 3.75 N/mm2 (compression)
Q.40 Consider the following statements:
I. Modulus of elasticity concrete increases with increase in compressive
strength of concrete.
II. Brittleness of concrete increases with decrease in compressive strength of
concrete.
III. Shear strength of concrete increases with increase in compressive strength
of concrete.
The TRUE statements are
(A) II and III (B) I, II and III (C) I and II (D) I and III
Q.41 A steel flat of rectangular section of size 70 x 6 mm is connected to a gusset plate
by three bolts each having a shear capacity of 15kN in holes having diameter
11.5mm. If the allowable tensile stress in the flat is 150MPa, the maximum
tension that can be applied to the flat is
15
20
T 20
15
35
(A) 42.3kN (B) 52.65kN (C) 59.5kN (D) 63.0kN
Q.42 A bracket connection is made with four bolts of 10mm diameter and supports a
load of 10kN a an eccentricity of 100mm. the maximum force to be resisted by
any bolt will be
P 10kN
30
30
40 40
(A) 5kN (B) 6.5kN (C) 6.8kN (D) 7.16kN
Q.43 The plastic collapse load Wp for the propped cantilever supporting two point loads
as shown in the figure in terms of plastic moment capacity, Mp is given by
W W
L/3 L/3 L/3
(A) 3Mp/L (B) 4Mp/L (C) 5 Mp/L (D) 6Mp/L
Q.44 Sieve analysis on a dry soil sample of mass 1000g showed that 980g and 270g of
soil pass through 4.75mm and 0.075mm sieve, respectively. The liquid limit and
plastic limits of the soil fraction passing through 425μ sieves are 40% and 18%
respectively. The soil may be classified as
(A) SC (B) MI (C) CI (D) SM
Q.45 The water content of a saturated soil and the specific gravity of soil solids were
found to be 30% and 2.70, respectively. Assuming the unit weight of water to be
10kN / m3, the saturated unit weight (kN/m3), and the void ratio of the soil are
(A) 19.4, 0.81 (B) 18.5, 0.30 (C) 19.4. 0.45 (D) 18.5, 0.45
Q.46 The factor of safety of an infinite soil slope shown in the figure having the
properties c=0, c = 0, φ = 350 , γ dry = 16kN / m3 and γ sat = 20kN / m3 is
approximately equal to
10m
8m
30 0
(A) 0.70 (B) 0.80 (C) 1.00 (D) 1.20
Q.47 Match the following groups
Group � I Group � II
P Constant head permeability test 1. Pile foundations
Q Consolidation test 2. Specific gravity
R Pycnometer test 3. Clay soil
S Negative skin friction 4. Sand
(A) P-4, Q-3, R-2, S-1 (B) P-4, Q-2, R-3, S-1
(C) P-3, Q-4, R-2, S-1 (D) P-4, Q-1, R-2, S-3
Q.48 The bearing capacity of a rectangular footing of plan dimensions 1.5m x 3m
resting on the surface of a sand deposit was estimated as 600 kN/m2 when the
water table is far below the base of the footing. The bearing capacities in kN/m2
when the water level rises to depths of 3m, 1.5m and 0.5m below the base of the
footing are
(A) 600, 600, 400 (B) 600, 450, 350
(C) 600, 500, 250 (D) 600, 400, 250
Q.49 What is the ultimate capacity in kN of the pile group shown in the figure
assuming the group to fail as a single block?
0.4m diameter piles
Clay soil
10m
2
C u = 40kN/m
1.2m c/c
1.2m c/c
(A) 921.6 (B) 1177.6 (C) 2438.6 (D) 3481.6
A horizontal water jet with a velocity of 10m/s and cross sectional area of 10mm2
Q.50
strikes a flat plate held normal to the flow direction. The density of water is 1000
kg/m3. The total force on the plate due to the jet is
(A) 100N (B) 10N (C) 1N (D) 0.1N
Q.51 A 1:50 scale model of a spillway is to be tested in the laboratory. The discharge in
the prototype is 1000M3 /s. The discharge to be maintained in the model test is
(A) 0.057m3/s (B) 0.08m2/s (C) 0.57m3/s (D) 5.7m3/s
A triangular open channel has a vertex angle of 900 and carries flow at a critical
Q.52
depth of 0.30m. the discharge in the channel is
(A) 0.08m3/s (B) 0.11 m3/s (C) 0.15 m3/s (D) 0.2 m3/s
Flow rate of a fluid (density = 1000kg/m3) in a small diameter tube is 800 m3/s.
Q.53
The length and the diameter of the tube are 2m and 0.5mm, respectively. The
pressure drop in 2m length is equal to 2.0MPa. The viscosity of the fluid is
(A) 0.025N.s/m2 (B) 0.012N.s/m2 (C) 0.0092 N.s/m2 (D) 0.00102 N.s/m2
The flow rate in a wide rectangular open channel is 2.0m3/s per meter width. The
Q.54
channel bed slope is 0.002. The Manning's roughness coefficient is 0.012. The
slope of the channel is classified as
(A) Critical (B) Horizontal (C) Mild (D) Steep
Q.55 The culturable command area for a distributary channel is 20,000 hectares. Wheat
grown in the entire area and the intensity of irrigation is 50%. The kor period for
wheat is 30 days and the kor water depth is 120mm. The outlet discharge for the
distributary should be
(A) 2.85m3/s (B) 3.21m3/s (C) 4.63m3/s (D) 5.23m3/s
Q.56 An isolated 4-hour storm occurred over a catchment as follows
1st hour 2nd hour 3rd hour 4th hour
Time
Rainfall (mm) 9 28 12 7
The φ index for the catchment is 10mm/h. The estimated runoff depth from the
catchment due to the above storm is
(A) 10mm (B) 16mm (C) 20mm (D) 23mm
Q.57 Two electrostatic precipitators (ESPs) are in series. The fractional efficiencies of
the upstream and downstream ESPs for size dp are 80% and 65%. Respectively.
What is the overall efficiency of the system for the same dp?
(A) 100% (B) 93% (C) 80% (D) 65%
Q.58 50g of CO2 and 25g of CH4 are produced from the decomposition of municipal
solid waste (MSW) with a formula weight of 120g. What is the average per capita
green house gas production in a city of 1 million people with a MSW production
rate of 500 ton / day?
(A) 104 g/day (B) 120 g/day (C) 208 g/day (D) 313 g /day
Q.59 The extra widening required for a two-lane national highway at a horizontal curve
of 300 m radius, considering a wheel base of 8m and a design speed of 100kmph
is
(A) 0.42m (B) 0.62m (C) 0.82m (D) 0.92m
Q.60 While designing a hill road with a ruling gradient of 6%, if a sharp horizontal
curve of 50m radius is encountered, the compensated gradient at the curve as per
the Indian Roads Congress specifications should be
(A) 4.4% (B) 4.75% (C) 5.0% (D) 5.25%
Q.61 The design speed on a road is 60kmph. Assuming the driver reaction time of 2.5
seconds and coefficient of friction of pavement surface as 0.35, the required
stopped distance for two-way traffic on a single lane road is
(A) 82.1m (B) 102.4 (C) 164.2m (D) 186.4m
Q.62 The width of the expansion joint is 20mm in a cement concrete pavement. The
laying temperature is 200C and the maximum slab temperature in summer is 600C.
The coefficient of thermal expansion of concrete is 10 x 10-6 mm/mm / 0C and the
joint filler compresses upto 50% of the thickness. The spacing between expansion
joints should be
(A) 20m (B) 25m (C) 30m (D) 40m
Q.63 The following data pertains to the number of commercial vehicles per day for the
design of a flexible pavement for a national highway as per IRC: 37-1984
Type of commercial Number of vehicles per day
Vehicle Damage Factor
vehicle considering the number of lanes
Two axle trucks 2000 5
Tandem axle trucks 200 6
Assuming a traffic growth factor of 7.5% per annum for both the types of
vehicles, the cumulative number of standard axle load repetitions (in million) for
a design life of ten years is
(A) 44.6 (B) 57.8 (C) 62.4 (D) 78.7
Q.64 Match the following tests on aggregate and its properties
TEST PROPERTY
P. Crushing Test 1. Hardness
Q. Los Angles abrasion test 2. Weathering
R. Soundness test 3. Shape
S. Angularity test 4. Strength
(A) P-2, Q-1, R-4, S-3 (B) P-4, Q-2, R-3, S-1
(C) P-3, Q-2, R-1, S-4 (D) P-4, Q-1, R-2, S-2
The plan of a map was photo copied to a reduced size such that a line originally
Q.65
100mm, measures 90mm. The original scale of the plan was 1:1000. The revised
scale is
(A) 1:900 (B) 1:11111 (C) 1:1121 (D) 1:1221
Q.66 The following table gives data of consecutive coordinates in respect of a closed
theodolite traverse PQRSP.
Station Northing, m Southing, m Easting, m Westing, m
P 400.75 300.5
Q 100.25 199.25
R 199.0 399.75
S 300.0 200.5
The magnitude and direction of error of closure in whole circle bearing are
(A) 2.0m and 450 (B) 2.0m and 3150
(C) 2.82m and 3150 (D) 3.42m and 450
Q.67 The following measurements were made during testing a leveling instrument.
Staff Reading at
Instrument at
P1 Q1
P 2.800m 1.700m
Q 2.700m 1.800m
P1 is close to P and Q1 is close to Q. If the reduced level of station P is 100.000m,
the reduced level of station Q is
(A) 99.000m (B) 100.000m (C) 101.000m (D) 102.000m
Two straight lines intersect at an angle of 600. The radius of a curve joining the
Q.68
two straight lines is 600m. The length of long chord and mid-ordinates in metres
of the curve are
(A) 80.4, 600.00 (B) 600.0, 80.4 (C) 600.0, 39.89 (D) 40, 89,300
The magnetic bearing of a line AB is S 450 E and the declination is 50 West. The
Q.69
true bearing of the line AB is
(A) S 450 E (B) S 400 E (C) S 500 E (D) S 500 W
COMMON DATA QUESTIONS
Common Data for Questions 70 and 71
Water is flowing through the permeability apparatus as shown in the figure. The
coefficient of permeability of the soil is km/s and the porosity of the soil sample is
0.50.
0.4m
soil 0.8m
R
0.4m
Q.70 The total head, elevation head and pressure head in metres of water at the point R
shown in the figure are
(A) 0.8, 0.4, 0.4 (B) 1.2, 0.4, 0.8
(C) 0.4, 0, 0.4 (D) 1.6, 0.4, 1.2
Q.71 What are the discharge velocity and seepage velocity through the soil sample?
(A) k, 2k (B) 2/3k, 4/3k (C) 2k,k (D) 4/3k, 2/3k
Common Data for Questions 72 and 73:
Ordinates of a 1-hour unit hydrograph at 1 hour intervals, starting from time t = 0,
are 0, 2, 6,4,2,1 and 0 m3/s.
Q.72 Catchment area represented by this unit hydrograph is
(A) 1.0 km2 (B) 2.0 km2 (C) 3.2 km2 (D) 5.4 km2
Q.73 Ordinate of a 3-hour unit hydrograph for the catchment at t=3 hours is
(A) 2.0m3/s (B) 3.0m3/s (C) 4.0m3/s (D) 5.0m3/s
Common Data for Questions 74 and 75:
A completely mixed activated sludge process is used to treat a wastewater flow of
1 million litres per day (1 MLD) having a BOD5 of 200 mg/L. The biomass
concentration in the aeration tank is 2000 mg/L and the concentration of the net
biomass leaving the system of 50mg/L. the aeration tank has a volume of 200 m3.
Q.74 What is the hydraulic retention time of the wastewater in aeration tank?
(A) 0.2h (B) 4.8h (C) 10h (D) 24h
Q.75 What is the average time for which the biomass stays in the system?
(A) 5h (B) 8h (C) 2days (D) 8 days
Linked Answer Questions: Q.76 to Q.85 carry TWO marks each
Statement for Linked Answer Questions 76 and 77
A two span continuous beam having equal spans each of length L is subjected to a
uniformly distributed load ω per unit length. The beam has constant flexural
rigidity.
Q.76 The reaction at the middle support is
ω L2
5ω L 5ω L
(A) ωL (B) (C) (D)
16
2 4
Statement for Linked Answer Questions 78 and 79
A singly reinforced rectangular concrete beam has a width of 150mm and an effective
depth of 330mm. The characteristic compressive strength of concrete is 20 MPa. Adopt
the stress block for concrete as given in IS 456-2000 and take limiting value of depth of
neutral axis as 0.48 times the effective depth of the beam.
The limiting value of the moment of resistance of the beam is kN.m is
Q.78
(A) 0.14 (B) 0.45 (C) 45.08 (D) 156.82
The limiting area of tension steel in mm2 is
Q.79
(A) 473.9 (B) 412.3 (C) 373.9 (D) 312.3
Statement for Linked Answer Questions 80 and 81
The ground conditions at a site are as shown in the figure. The water table at the
site which was initially at a depth of 5m below the ground level got permanently
lowered to a depth of 15m below the ground level due to pumping of water over a
few years. Assume the following data
unit weight of water = 10kN/m3
i.
unit weight of sand above water table = 18kN/m3
ii.
unit weight of sand and clay below the water table = 20kN/m3
iii.
coefficient of volume compressibility = 0.25m2/MN
iv.
G.L.
5m
original water table
15m
20m
lowered water table
5m
Clay soil 5m
135kN
6m
P R
4.5m
(A) 2.47mm (B) 10.25mm (C) 14.1mm (D) 15.68mm
+ 2μ ) 2(1 − μ )
What is the change in the effective stress in kN/m2 at mid-depth of the clay layer
Q.80
due to the lowering of the water table?
(A) 0 (B) 20 (C) 80 (D) 100
Q.81 What is the compression of the clay layer in mm due to the lowering of the water
table?
(A) 125 (B) 100 (C) 25 (D) 0
Statement for Linked Answer Questions 82 and 83
A rectangular open channel needs to be designed to carry a flow of 2.0m3/s under
uniform flow conditions. The Manning's roughness coefficient is 0.018. The
channel should be such that the flow depth is equal to half the width, and the
Froude number is equal to 0.5.
Q.82 The bed slope of the channel to be provided is
(A) 0.0012 (B) 0.0021 (C) 0.0025 (D) 0.0052
Q.83 Keeping the width, flow depth and roughness the same, if the bed slope of the
above channel is doubled, the average, boundary shear stress under uniform flow
conditions is
(A) 5.6 N/m2 (B) 10.8 N/m2 (C) 12.3 N/m2 (D) 17.2 N/m2
Statement for Linked Answer Questions 84 and 85
A plain sedimentation tank with a length of 20m, width of 10m, and a depth of 3m
is used in a water treatment plant to treat 4 million litres of water per day (4
MLD). The average temperature of water is 200C. The dynamic viscosity of water
is 1.002 x 10-3 N.s/m2 at 200 C. Density of water is 998.2 kg/M3. Average specific
gravity of particles is 2.65.
Q.84 What is the surface overflow rate in the sedimentation tank?
(A) 20m3 / m2 / day (B) 40m3 / m2 / day
(C) 67m3 / m2 / day (D) 133m3 / m2 / day
Q.85 What is the minimum diameter of the particle which can be removed with 100%
efficiency in the above sedimentation tank?
(A) 11.8 x 10-3 mm (B) 16.0 x 10-3 mm
(C) 50 x 10-3 mm (D) 160 x 10-3 mm
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