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Civil Engineering : Water Supply Engineering - Quiz(MCQ)
A)
sulphur-dioxide
B)
sodium sulphite
C)
sodium bisulphate
D)
sodium thiosulphate

Correct Answer :   sodium sulphite

A)
50 to 75 P.P.M.
B)
75 to 115 P.P.M.
C)
100 to 150 P.P.M.
D)
150 to 200 P.P.M.

Correct Answer :   75 to 115 P.P.M.

A)
porosity
B)
permeability
C)
perviousness
D)
infiltration capacity

Correct Answer :   infiltration capacity

A)
residual chloride is zero
B)
chlorine is used to oxidise
C)
residual chlorine reappears
D)
residual chloride is maximum

Correct Answer :   residual chlorine reappears

A)
cast iron pipes
B)
steel pipes
C)
R.C.C. pipes
D)
hume steel pipes

Correct Answer :   cast iron pipes

A)
If ports are closed, the dry intake towers will not have any water
B)
Even if ports are closed, the wet intake tower will have water filled up to reservoir level
C)
The dry intake towers are generally constructed with heavier construction to resist buoyant forces
D)
All of the above

Correct Answer :   All of the above


Explanation : * If ports are closed, the dry intake towers will not have any water
* Even if ports are closed, the wet intake tower will have water filled up to reservoir level
* The dry intake towers are generally constructed with heavier construction to resist buoyant forces
* No buoyant force acts on wet intake towers

A)
lime
B)
chlorine
C)
ammonia
D)
nitrogen

Correct Answer :   chlorine

A)
at higher level than water level of reservoir
B)
at lower level than water level of reservoir
C)
Both (A) and (B)
D)
Neither (A) nor (B)

Correct Answer :   at higher level than water level of reservoir

A)
pre-chlorination
B)
de-chlorination
C)
plain chlorination
D)
first-chlorination

Correct Answer :   plain chlorination

A)
Chlorides
B)
Sulphides
C)
Nitrates
D)
None of the above

Correct Answer :   Nitrates

A)
for storage water
B)
to guard against water hammer
C)
as overflow valves
D)
to increase the velocity in a pipeline

Correct Answer :   to guard against water hammer

A)
65 litres
B)
85 litres
C)
105 litres
D)
135 litres

Correct Answer :   135 litres

A)
selection of dam site
B)
construction of check dams
C)
providing vegetation screens
D)
All of the above

Correct Answer :   All of the above


Explanation : * selection of dam site
* construction of check dams
* providing vegetation screens
* providing under-sluices in the dam

A)
filtration
B)
screening
C)
sedimentation
D)
None of the above

Correct Answer :   filtration

A)
D = 0.67 to 0.87 √Q
B)
D = 0.77 to 0.97 √Q
C)
D = 0.97 to 1.22 √Q
D)
D = 1.22 to 1.33 √Q

Correct Answer :   D = 0.97 to 1.22 √Q

A)
ranney wells sunk to the water level
B)
infiltration galleries connected to sump well
C)
infiltration well dug out on the banks of rivers
D)
All of the above

Correct Answer :   All of the above

A)
velocity of recharging water, increases with depression head
B)
maximum safe yield of an open well, is expected at critical depression head
C)
depression head resulting at critical velocity, is called critical depression head
D)
All of the above

Correct Answer :   maximum safe yield of an open well, is expected at critical depression head

A)
geometrical method
B)
arithmetical mean method
C)
incremental increase method
D)
graphical comparison method

Correct Answer :   geometrical method

A)
2 days
B)
3 days
C)
4 days
D)
5 days

Correct Answer :   5 days

A)
Pt = 3H³P / 2πZ
B)
Pt = 3H³P / 2πZ²
C)
Pt = 3H³P / 2πZ⁵
D)
Pt = 3H³P² / 2πZ³

Correct Answer :   Pt = 3H³P / 2Ï€Z⁵

A)
60 mg/litre
B)
75 mg/litre
C)
100 gm/litre
D)
150 mg/litre

Correct Answer :   60 mg/litre

A)
52 mld
B)
36 mld
C)
29 mld
D)
21 mld

Correct Answer :   36 mld

A)
yield of well
B)
pH value of water
C)
turbidity of water
D)
discharge from a well

Correct Answer :   yield of well

A)
in ppm
B)
by pH value
C)
by colour code
D)
in numbers in an arbitrary scale

Correct Answer :   in ppm

A)
quick sand
B)
unconsolidated sand
C)
consolidated rocks
D)
unconsolidated gravel

Correct Answer :   consolidated rocks

A)
it adds taste to the water
B)
it is more efficient than chlorine in killing bacterias
C)
it vanishes before water reaches the consumers
D)
it removes the colour, taste and odour from water as bacterias

Correct Answer :   it is more efficient than chlorine in killing bacterias

A)
initial cost is low
B)
limited space is required
C)
the discharge obtained is steady and non-pulsating
D)
All of the above

Correct Answer :   All of the above

28 .
The difference in the reservoir level and the lowest point of the water mains is 180 m. The expected pressure due to water hammer is 7.5 kg/cm² in a pressure conduit of diameter 1 m. Assuming the efficiency of the riveted joints of the pipe as 0.6 and minimum cover 3 mm for corrosion, the thickness of the pipe materials, is
A)
20 mm
B)
25 mm
C)
30 mm
D)
35 mm

Correct Answer :   20 mm

A)
Turbidity tube
B)
Baylis turbidimeter
C)
Hellipe turbidimeter
D)
Jackson turbidity meter

Correct Answer :   Baylis turbidimeter

A)
10 to 15%
B)
15 to 20%
C)
20 to 25%
D)
None of the above

Correct Answer :   20 to 25%

A)
Dead storage
B)
Useful storage
C)
Surcharge storage
D)
None of the above

Correct Answer :   Dead storage

A)
Test pressure
B)
Design pressure
C)
Working pressure
D)
Hydrostatic pressure

Correct Answer :   Test pressure

A)
water level
B)
invert level
C)
water table
D)
negative level

Correct Answer :   water table

A)
per person per month
B)
per person per day
C)
per person per year
D)
None of the above

Correct Answer :   per person per day

A)
5
B)
10
C)
15
D)
nil

Correct Answer :   nil

A)
Free COâ‚‚
B)
Mineral acids
C)
Iron sulphate
D)
All of the above

Correct Answer :   All of the above

A)
a constant rate
B)
a geometric growth
C)
a first over curve
D)
a logarithmic growth

Correct Answer :   a constant rate

A)
Clay
B)
Sand
C)
Coarse gravel
D)
Silt

Correct Answer :   Coarse gravel

A)
rotary type pump
B)
axialflow pump
C)
centrifugal pumps
D)
reciprocating pump

Correct Answer :   axialflow pump

A)
1.2
B)
1.4
C)
1.6
D)
1.8

Correct Answer :   1.8

A)
acquifer
B)
aquifuge
C)
aquiclude
D)
None of the above

Correct Answer :   aquiclude

A)
strength
B)
durability
C)
easy connection
D)
All of the above

Correct Answer :   All of the above


Explanation : * strength
* durability
* easy connection
* low maintenance cost

A)
0.5 mg/litre
B)
0.4 mg/litre
C)
0.3 mg/litre
D)
0.2 mg/litre

Correct Answer :   0.5 mg/litre

44 .
For estimating the run off of catchments, the mean value of the constant 'K' in the Khosla's formula Qy = Py - K (1.8 Ty + 32) is
A)
1.31
B)
1.27
C)
1.25
D)
1.23

Correct Answer :   1.27

A)
The sum of specific yield and specific retention, is equal to porosity
B)
The ratio of volume drained to the total volume of material drained, is known as specific yield
C)
The volume of underground water extracted by gravity drainage from a saturated soil, is known as yield
D)
All of the above

Correct Answer :   All of the above


Explanation : * The sum of specific yield and specific retention, is equal to porosity
* The volume of underground water extracted by gravity drainage from a saturated soil, is known as yield
* The ratio of volume drained to the total volume of material drained, is known as specific yield
* The volume of water retained by the soil against the pull of gravity, is called specific retention or field capacity

A)
disinfected raw water is supplied
B)
raw water from the source is supplied
C)
raw water passed through coagulation tank is supplied
D)
None of the above

Correct Answer :   raw water passed through coagulation tank is supplied

A)
lower points
B)
higher points
C)
junction points
D)
any where

Correct Answer :   higher points

A)
below dead storage
B)
between dead storage and useful storage
C)
above useful storage
D)
also known as valley storage

Correct Answer :   above useful storage

A)
turbidity
B)
odour
C)
colour
D)
pathogenic bacteria

Correct Answer :   turbidity

A)
increasing
B)
constant
C)
decreasing
D)
All of the above

Correct Answer :   increasing

A)
permeability
B)
transmissibility
C)
porosity
D)
perviousness

Correct Answer :   perviousness

A)
Delhi
B)
Bombay
C)
Madras
D)
Calcutta

Correct Answer :   Bombay

A)
50 m
B)
75 m
C)
100 m
D)
125 m

Correct Answer :   100 m

A)
summit of the pipe
B)
upstream of sluice valve
C)
down stream of sluice valve
D)
Both (A) and (C)

Correct Answer :   Both (A) and (C)

A)
20 to 30 minutes
B)
15 to 20 minutes
C)
10 to 15 minutes
D)
30 to 40 minutes

Correct Answer :   20 to 30 minutes

A)
24 mm
B)
18 mm
C)
12 mm
D)
6 mm

Correct Answer :   12 mm

A)
velocity area method
B)
use of venturi-meter
C)
weir or spillway method
D)
using power plant consumption

Correct Answer :   velocity area method

A)
amount of silting is less
B)
cost of the dam per unit of storage is minimum
C)
free board provided is least
D)
cost of dam per unit storage is maximum

Correct Answer :   cost of the dam per unit of storage is minimum

A)
100%
B)
150%
C)
200%
D)
225%

Correct Answer :   225%

61 .
Pick up the correct statement from the following :
A)
At a particular speed of operation, the head produced decreases with the increase of discharge
B)
At a particular speed the discharge at which efficiency of a pump is maximum, is known as normal discharge
C)
The brake horse power required from the primemover to drive the pump, increases with the increase of discharge
D)
All of the above

Correct Answer :   Al of the above


Explaination : * At a particular speed of operation, the head produced decreases with the increase of discharge
* At a particular speed the discharge at which efficiency of a pump is maximum, is known as normal discharge
* The brake horse power required from the primemover to drive the pump, increases with the increase of discharge
* At zero discharge, discharge valve remaining closed, the head developed is maximum which is known as shut-off head

A)
test pressure
B)
pipe pressure
C)
working pressure
D)
design pressure

Correct Answer :   working pressure

A)
7 water it is said to be neutral
B)
less than 7 it is said to be acidic
C)
more than 7 it is said to be alkaline
D)
All of the above

Correct Answer :   All of the above

A)
pressure relief valves
B)
air valves
C)
sluice valves
D)
None of the above

Correct Answer :   pressure relief valves

A)
construction of dams
B)
construction of canals
C)
digging a well for water
D)
entire arrangement from source to distribution

Correct Answer :   entire arrangement from source to distribution

A)
rapid gravity filter with strainers
B)
rapid gravity filter without strainers
C)
slow sand filter with strainers
D)
slow sand filter without strainers

Correct Answer :   rapid gravity filter without strainers

A)
higher point
B)
junction points
C)
lower point
D)
Any Where

Correct Answer :   lower point

A)
lime solution
B)
alum solution
C)
copper sulphate
D)
bleaching powder

Correct Answer :   copper sulphate

A)
550
B)
500
C)
400
D)
300

Correct Answer :   550

A)
calcium chloride
B)
calcium nitrates
C)
calcium sulphates
D)
calcium bicarbonates

Correct Answer :   calcium bicarbonates

A)
Clay
B)
Silt
C)
Sand
D)
Coarse gravel

Correct Answer :   Coarse gravel

A)
30 ppm
B)
45 ppm
C)
15 ppm
D)
25 ppm

Correct Answer :   45 ppm

A)
nitrates
B)
nitrites
C)
chlorides
D)
sulphides

Correct Answer :   nitrates

A)
electronic change
B)
mechanical straining
C)
flocculation and sedimentation
D)
All of the above

Correct Answer :   All of the above


Explanation : * electronic change
* mechanical straining
* flocculation and sedimentation
* biological metabolism

A)
rain
B)
well
C)
springs
D)
artesian well

Correct Answer :   rain

A)
are spaced about 5 km apart
B)
are usually placed at the summits
C)
are used to regulate the flow of water in pipes
D)
All of the above

Correct Answer :   All of the above

A)
1/3rd Q
B)
1/4th Q
C)
1/5th Q
D)
1/6th Q

Correct Answer :   1/4th Q

78 .
If the specific capacity of a well is 0.3183 x 10⁻³ per sec, the discharge from a well of 4 m diameter under a depression head of 4 m, is
A)
12 litres/sec
B)
14 litres/sec
C)
16 litres/sec
D)
None of the above

Correct Answer :   16 litres/sec

A)
elevation of the source of water
B)
general terrain intervening the area
C)
quantity and quality of the available water
D)
All of the above

Correct Answer :   All of the above

A)
average run off over a short period
B)
run off of the area expressed as instantaneous rate
C)
total volume of water flowing annually
D)
All of the above

Correct Answer :   total volume of water flowing annually

A)
average run off over a short period
B)
run off of the area expressed as instantaneous rate
C)
total volume of water flowing annually
D)
All of the above

Correct Answer :   total volume of water flowing annually

A)
less than detention period
B)
more than detention period
C)
equal to detention period
D)
detention period divided by displacement efficiency

Correct Answer :   less than detention period

A)
250 to 500 litres/hr/m²
B)
500 to 750 litres/hr/m²
C)
750 to 1000 litres/hr/m²
D)
1000 to 1250 litres/hr/m²

Correct Answer :   500 to 750 litres/hr/m²

A)
tension
B)
compression
C)
temperature stress
D)
flexural stress

Correct Answer :   flexural stress

A)
24 hours to 36 hours
B)
18 hours to 24 hours
C)
12 hours to 18 hours
D)
6 hours to 12 hours

Correct Answer :   24 hours to 36 hours

A)
internal pressure of water
B)
pressure due to external load
C)
longitudinal temperature stress
D)
longitudinal stresses due to unbalanced pressure to bends

Correct Answer :   longitudinal temperature stress

A)
hume pipes
B)
copper pipes
C)
P.V.C. pipes
D)
galvanised iron pipes

Correct Answer :   galvanised iron pipes

A)
4 m
B)
3 m
C)
2 m
D)
1 m

Correct Answer :   3 m

A)
21
B)
14
C)
less than 7
D)
zero

Correct Answer :   14

A)
44 mld
B)
42 mld
C)
40 mld
D)
34 mld

Correct Answer :   44 mld

A)
in acquicludes
B)
in artesian acquifers
C)
above water table
D)
below water table

Correct Answer :   above water table

A)
live storage
B)
effective storage
C)
Both (A) and (B)
D)
dead storage

Correct Answer :   dead storage

A)
40 days
B)
30 days
C)
20 days
D)
10 days

Correct Answer :   30 days

A)
sag
B)
depressed pipe
C)
inverted syphon
D)
All of the above

Correct Answer :   All of the above

95 .
For 3.25 x 10⁻² cumecs discharging from a well, a pump is installed to lift water against a total head of 30 m. The minimum required horse power, is
A)
20 H.P
B)
18 H.P
C)
15 H.P
D)
10 H.P

Correct Answer :   20 H.P

A)
be contaminated by impurities
B)
contain large amount of impurities
C)
contain disease producing bacterias
D)
All of the above

Correct Answer :   All of the above

A)
dead end system
B)
ring system
C)
radial system
D)
grid iron system

Correct Answer :   dead end system

A)
flanged joint
B)
flexible joint
C)
simplex joint
D)
dresser coupling joint

Correct Answer :   simplex joint

A)
cavity type wells
B)
strainer type well
C)
slotted type wells
D)
None of the above

Correct Answer :   strainer type well

A)
using thicker pipes
B)
reducing the flow velocity
C)
using screens having larger area of openings
D)
reducing the draw down and the pumping rate

Correct Answer :   using screens having larger area of openings

A)
R.C.C. pipes
B)
steel pipes
C)
hume steel pipes
D)
All of the above

Correct Answer :   All of the above

A)
S-shaped curve
B)
straight line
C)
circular curve
D)
parabolic curve

Correct Answer :   S-shaped curve

A)
B.O.D.
B)
acidity of water
C)
suspended solids
D)
None of the above

Correct Answer :   suspended solids

A)
750 to 1000 litres/hr/m²
B)
1000 to 1250 litres/hr/m²
C)
1250 to 1500 litres/hr/m²
D)
1500 litres/hr/m²

Correct Answer :   1000 to 1250 litres/hr/m²

105 .
The formula Q = P - K[1.8T + 32] in which Q is runoff, P is annual rain fall in cm, T is mean annual temperature in centigrades and K is a constant, is known
A)
English formula
B)
Khosla's formula
C)
Justin's formula
D)
Vermule's formula

Correct Answer :   Khosla's formula

A)
circular
B)
rectangular
C)
horse shoe section
D)
All of the above

Correct Answer :   All of the above

A)
temporary hardness
B)
acidity
C)
alkanity
D)
permanent hardness

Correct Answer :   temporary hardness

A)
5 to 10 days
B)
two weeks to three weeks
C)
one month to three months
D)
three months to six months

Correct Answer :   one month to three months

A)
spigot is fitted into the socket
B)
enlarged end of the pipe is called socket
C)
normal end of the pipe is called spigot
D)
All of the above

Correct Answer :   All of the above


Explanation : * spigot is fitted into the socket
* enlarged end of the pipe is called socket
* normal end of the pipe is called spigot
* molten lead is used for water proofing

A)
surface springs
B)
artesian springs
C)
gravity springs
D)
None of the above

Correct Answer :   artesian springs

A)
120%
B)
130%
C)
140%
D)
150%

Correct Answer :   150%

A)
before filtration
B)
after filtration
C)
along with chlorination
D)
simultaneously with filtration

Correct Answer :   before filtration

A)
by pumping system
B)
by gravitational system
C)
Both (A) and (B)
D)
None of the above

Correct Answer :   by gravitational system

A)
circular
B)
parabolic
C)
rectangular
D)
horse shoe section

Correct Answer :   rectangular

A)
below the dead storage
B)
at the centre of the dam
C)
on the top level of dead storage
D)
on the top level of useful storage

Correct Answer :   on the top level of dead storage

A)
tree, grid iron, ring and radial
B)
dead end, tree, grid iron and circular
C)
tree, reticulation, circular and ring
D)
dead end, tree, grid iron and reticulation

Correct Answer :   tree, grid iron, ring and radial

A)
ponds
B)
lakes
C)
rivers
D)
sea

Correct Answer :   sea

A)
B.O.D
B)
dissolved oxygen
C)
ammonia content
D)
organic matter content

Correct Answer :   dissolved oxygen

A)
70%
B)
65%
C)
60%
D)
55%

Correct Answer :   65%

A)
boiling
B)
screening
C)
filtration
D)
sedimentation

Correct Answer :   filtration

A)
30 cm/minute
B)
20 cm/minute
C)
10 cm/minute
D)
5 cm/minute

Correct Answer :   30 cm/minute

A)
250 to 500
B)
500 to 750
C)
750 to 1000
D)
1000 to 1250

Correct Answer :   1000 to 1250

A)
pressure
B)
negative pressure
C)
turbidity
D)
water pressure

Correct Answer :   negative pressure

A)
use of venturi-meter
B)
weir or spillway method
C)
velocity area method
D)
using power plant consumption

Correct Answer :   velocity area method

A)
sodium carbonate
B)
calcium hydroxide
C)
calcium and magnesium bicarbonates
D)
All of the above

Correct Answer :   All of the above

A)
6 m
B)
5 m
C)
4 m
D)
3 m

Correct Answer :   6 m

A)
calcium nitrate
B)
calcium bicarbonate
C)
calcium sulphate
D)
magnesium sulphate

Correct Answer :   calcium bicarbonate

A)
Lacy's formula
B)
Darcy's formula
C)
Hazen's formula
D)
Slichter's formula

Correct Answer :   Darcy's formula

A)
7.2 mm
B)
7.9 mm
C)
8.6 mm
D)
10 mm

Correct Answer :   8.6 mm

131 .
The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, the gravity spring may be expected at the point of reduced level
A)
1485 m
B)
1475 m
C)
1500 m
D)
1505 m

Correct Answer :   1485 m

A)
turbidity
B)
presence of soap lather
C)
presence of chlorides and sulphates of sodium and potassium
D)
presence of bicarbonates, sulphates or chlorides of calcium and magnesium

Correct Answer :   presence of bicarbonates, sulphates or chlorides of calcium and magnesium

A)
9.5
B)
8.5
C)
7.5
D)
6.5

Correct Answer :   9.5

A)
on the delivery side of the pumping set
B)
at the interconnections between polluted water system and a potable water system
C)
Both (A) and (B)
D)
Neither (A) nor (B)

Correct Answer :   Both (A) and (B)

135 .
If intensity of rainfall in cm per hour is I, percentage coefficient of run-off is P, area of catchment in square kilometres is A, the total run-off Q, is given by
A)
Q = 1.758 x 10² x API
B)
Q = 2.758 x 10² x API
C)
Q = 2.758 x 10³ x API
D)
None of the above

Correct Answer :   Q = 2.758 x 10³ x API

A)
flanged joint
B)
expansion joint
C)
dresser coupling joint
D)
socket and spigot joint

Correct Answer :   flanged joint

A)
8.5 to 10.5
B)
6.5 to 8.5
C)
5.5 to 6.5
D)
4.5 to 5.5

Correct Answer :   6.5 to 8.5

A)
fine sandy strata
B)
clean gravels
C)
coarse gravels
D)
None of the above

Correct Answer :   fine sandy strata

A)
m³/hour
B)
m³ per sec
C)
m³/hour/m²
D)
m³/hour/m²/m

Correct Answer :   m³/hour/m²/m

A)
cavity well
B)
slotted well
C)
strainer well
D)
perforated pipe well

Correct Answer :   strainer well

A)
250 P.P.M.
B)
200 P.P.M.
C)
150 P.P.M.
D)
100 P.P.M.

Correct Answer :   250 P.P.M

A)
minimum cost of construction
B)
its proper support on the ground.
C)
its maximum hydraulic mean depth
D)
maximum area per unit of wetted perimeter

Correct Answer :   its proper support on the ground.

A)
mud
B)
clay
C)
silica
D)
organic matter

Correct Answer :   silica

A)
7.5%
B)
10%
C)
15%
D)
22.5%

Correct Answer :   15%

A)
Di-chloramine (NHâ‚‚Cl)
B)
Mono-chloramine (NHCl)
C)
Nitrogen trichloramine (NCl₃)
D)
All of the above

Correct Answer :   All of the above

A)
slotted type well
B)
cavity type wells
C)
strainer type wells
D)
All of the above

Correct Answer :   slotted type well

A)
4 mg/litre
B)
3 mg/litre
C)
2 mg/litre
D)
1 mg/litre

Correct Answer :   1 mg/litre

A)
flumes
B)
syphons
C)
acqueducts
D)
raised canals

Correct Answer :   flumes

A)
1.0 sq km
B)
1.5 sq km
C)
1.25 sq km
D)
1.75 sq km

Correct Answer :   1.5 sq km

A)
90%
B)
80%
C)
70%
D)
60%

Correct Answer :   70%

A)
spherical disc
B)
parallelopiped disc
C)
wedge shaped circular disc
D)
conical shaped circular disc

Correct Answer :   wedge shaped circular disc

A)
D = 3.22 √Q
B)
D = 2.22 √Q
C)
D = 2.02 √Q
D)
D = 1.22 √Q

Correct Answer :   D = 1.22 √Q

A)
cost of water
B)
size of the city
C)
climatic conditions
D)
All of the above

Correct Answer :   All of the above


Explanation : * cost of water
* size of the city
* climatic conditions
* pressure in water mains

A)
infiltration wells
B)
wells
C)
springs
D)
storage reservoirs

Correct Answer :   infiltration wells

A)
odour
B)
bacterias
C)
colour
D)
turbidity

Correct Answer :   bacterias

A)
35 years
B)
28 years
C)
21 years
D)
14 years

Correct Answer :   35 years

A)
duration of rainfall
B)
is the time taken, for precipitation
C)
time taken for all the ran off to reach the drain
D)
time taken for the storm water to travel from the most remote point to the drain.

Correct Answer :   time taken for the storm water to travel from the most remote point to the drain.

A)
1880 kilo litres
B)
2880 kilo litres
C)
3880 kilo litres
D)
4880 kilo litres

Correct Answer :   2880 kilo litres

A)
20 cm to 40 cm
B)
40 cm to 70 cm
C)
70 cm to 120 cm
D)
120 cm to 150 cm

Correct Answer :   70 cm to 120 cm

A)
acidic
B)
neutral
C)
alkaline
D)
All of the above

Correct Answer :   acidic

A)
below the water table
B)
on the surface of the ground
C)
below the surface of the ground but above water table
D)
None of the above

Correct Answer :   below the surface of the ground but above water table

A)
average time for which water is retained in tank
B)
time required for flow of water to fill the tank fully
C)
average theoretical time required for water to flow through the tank
D)
All of the above

Correct Answer :   All of the above

A)
useful storage + dead storage + surcharge storage
B)
dead storage + useful storage + surcharge storage
C)
useful storage + surcharge storage + dead storage
D)
surcharge storage + useful storage + dead storage

Correct Answer :   dead storage + useful storage + surcharge storage

A)
30 cm
B)
28 cm
C)
26 cm
D)
24 cm

Correct Answer :   30 cm

A)
calcium
B)
magnesium sulphate
C)
magnesium bicarbonates
D)
All of the above

Correct Answer :   All of the above

A)
75%
B)
80%
C)
85%
D)
100%

Correct Answer :   85%

A)
of durability
B)
of longer life
C)
of ease to join
D)
All of the above

Correct Answer :   All of the above

A)
turbidimeter
B)
Baylis turbidimeter
C)
Jackson turbidimeter
D)
Hallige turbidimeter

Correct Answer :   Baylis turbidimeter

A)
post-chlorination
B)
pre-chlorination
C)
plain chlorination
D)
double chlorination

Correct Answer :   pre-chlorination

A)
turbidity
B)
acidity
C)
organic matter
D)
None of the above

Correct Answer :   organic matter

A)
flexible joint
B)
flanged joint
C)
dresser coupling joint
D)
All of the above

Correct Answer :   All of the above


Explanation : * flexible joint
* flanged joint
* dresser coupling joint
* socket and spigot joint

A)
a logistic curve
B)
an arithmetical curve
C)
a straight line curve
D)
a semi-logarithmic curve

Correct Answer :   a logistic curve

A)
at low points
B)
at summits
C)
at pipe junctions
D)
near service pipes

Correct Answer :   at summits

A)
aerobic bacterias
B)
anerobic bacterias
C)
Both (A) and (B)
D)
facultative bacterias

Correct Answer :   facultative bacterias

A)
10 ppm
B)
15 ppm
C)
20 ppm
D)
25 ppm

Correct Answer :   20 ppm

A)
to remove the bacterias
B)
to settle suspended materials
C)
Both (A) and (B)
D)
to increase rate of settlement of suspended materials

Correct Answer :   to increase rate of settlement of suspended materials

A)
adding lime
B)
zeolite process
C)
adding alum
D)
adding chlorine

Correct Answer :   zeolite process

A)
drinking purposes
B)
sprickling on roads
C)
watering of public parks
D)
watering of public gardens

Correct Answer :   drinking purposes

A)
50 cm
B)
75 cm
C)
100 cm
D)
150 cm

Correct Answer :   100 cm

A)
bluish
B)
reddish
C)
greenish
D)
yellowish

Correct Answer :   yellowish

A)
it from burning
B)
conversion into crystals
C)
it from explosion
D)
None of the above

Correct Answer :   conversion into crystals

A)
Bustan's formula
B)
Freeman formula
C)
Kuichling's formula
D)
All of the above

Correct Answer :   All of the above


Explanation : * Bustan's formula
* Freeman formula
* Kuichling's formula
* Under Writers formula

A)
likely to last 100 years under ordinary conditions
B)
connected by riveted or welded joints
C)
suitable for withstanding high internal pressure
D)
generally laid under ground and no expansion joint is required

Correct Answer :   likely to last 100 years under ordinary conditions

A)
0.488 m
B)
0.488 cm
C)
4.88 m
D)
4.88 cm

Correct Answer :   0.488 m

A)
it contains lot of turbidity
B)
it consumes more soap
C)
it possesses bad taste and odour
D)
it contains pathogenic bacterias

Correct Answer :   it consumes more soap

A)
colourless
B)
tasteless
C)
free from suspended matter
D)
All of the above

Correct Answer :   All of the above


Explanation : * colourless
* tasteless
* free from suspended matter
* free from pathogenic organism

A)
necessity of priming
B)
the suction lift is limited to 6 m
C)
for high heads, efficiency is low up to 50%
D)
All of the above

Correct Answer :   All of the above


Explanation : * necessity of priming
* the suction lift is limited to 6 m
* for high heads, efficiency is low up to 50%
* discharge from pump varies with the load of water

A)
slow sand filter
B)
sedimentation tank
C)
rapid gravity filter
D)
All of the above

Correct Answer :   rapid gravity filter

A)
sewer valves
B)
drain valves
C)
blow off valves
D)
All of the above

Correct Answer :   All of the above

A)
Aerobic bacterias
B)
Anaerobic bacterias
C)
Faculative bacteria
D)
None of the above

Correct Answer :   Aerobic bacterias

A)
25 to 30 gm/litre
B)
30 to 35 cm/litre
C)
35 to 40 gm/litre
D)
50 gm/litre

Correct Answer :   35 to 40 gm/litre

A)
boiling
B)
chlorination
C)
adding lime
D)
adding zone

Correct Answer :   chlorination

A)
Hume pipes
B)
G.I. pipes
C)
R.C.C. pipes
D)
Cast iron pipes

Correct Answer :   Cast iron pipes

200 .
The population of a city in 2000 is 50, 000. The average per decade of the previous records of population is 5000 and average percentage per decade is 20%. The population of the city based on geometrical increase method, in the year 2020 will be_____.
A)
72, 000
B)
70, 000
C)
64, 000
D)
60, 000

Correct Answer :   72, 000

A)
4 to 8 hours
B)
6 to 10 hours
C)
8 to 12 hours
D)
12 to 16 hours

Correct Answer :   4 to 8 hours

202 .
For a network of distribution pipes of a proposed township shown in the below figure, the layout of distribution system, is
A)
ring system
B)
dead end system
C)
radial system
D)
grid-iron system

Correct Answer :   radial system

A)
6 kg/cm²
B)
7 kg/cm²
C)
8 kg/cm²
D)
10 kg/cm²

Correct Answer :   7 kg/cm²

A)
30 gm/litre
B)
40 gm/litre
C)
50 gm/litre
D)
None of the above

Correct Answer :   50 gm/litre

A)
60%
B)
40%
C)
30%
D)
20%

Correct Answer :   60%

A)
at low points
B)
upstream of sluice
C)
to reduce the pressure
D)
All of the above

Correct Answer :   All of the above

A)
20 to 25
B)
30 to 35
C)
40 to 50
D)
50 to 60

Correct Answer :   30 to 35

A)
gravity springs
B)
artesian springs
C)
surface springs
D)
All of the above

Correct Answer :   artesian springs

A)
10
B)
15
C)
20
D)
25

Correct Answer :   20

A)
springs
B)
lakes
C)
rivers
D)
reservoirs

Correct Answer :   springs

A)
in rivers
B)
in sewer pipes
C)
due to leakage in pipes
D)
All of the above

Correct Answer :   in rivers

A)
80% to 81%
B)
85% to 86%
C)
90% to 97%
D)
98% to 99%

Correct Answer :   98% to 99%

A)
canal
B)
flume
C)
tunnel
D)
adueduct

Correct Answer :   flume

A)
10.25 mg/litre
B)
12.25 mg/litre
C)
14.25 mg/litre
D)
16.25 mg/litre

Correct Answer :   14.25 mg/litre

A)
7
B)
9
C)
11
D)
15

Correct Answer :   7

A)
reservoirs
B)
lakes in lower regions
C)
spring along hill slopes
D)
stream flowing in plains

Correct Answer :   spring along hill slopes

A)
300 litres
B)
200 litres
C)
150 litres
D)
90 litres

Correct Answer :   90 litres

A)
n + y = r
B)
y + r = n
C)
n + r + y = 0
D)
n + y + r = 1

Correct Answer :   y + r = n

A)
intz tank
B)
elevated tank
C)
stand pipe
D)
ground source reservoir

Correct Answer :   elevated tank

220 .
Normal values of overflow rate for plain sedimentation tanks in litres/hr/m², generally range between
A)
100 to 250
B)
250 to 500
C)
500 to 750
D)
750 to 1000

Correct Answer :   500 to 750