Deck 2: Septic Tanks, Soil Plasticity, and Structures for Water Flow
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Deck 2: Septic Tanks, Soil Plasticity, and Structures for Water Flow
1
The heavy particles in the tank
A)float
B)sink into the bottom
C)separated using magnetic methods
D)flow along liquid
A)float
B)sink into the bottom
C)separated using magnetic methods
D)flow along liquid
sink into the bottom
2
The scum formed in the tank
A)flows
B)gets dissolved
C)sink into the bottom
D)floats on top
A)flows
B)gets dissolved
C)sink into the bottom
D)floats on top
floats on top
3
Which of the following methods are not used for the dispersion of the effluent out of a septic tank?
A)wetlands
B)soak pit
C)evapo-transpiration mound
D)leach field
A)wetlands
B)soak pit
C)evapo-transpiration mound
D)leach field
wetlands
4
During the disposal of the sludge, it must be___________
A)liquefied
B)dried
C)burned
D)fluidized
A)liquefied
B)dried
C)burned
D)fluidized
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5
The first chamber in a septic tank should be at least___________of the total length.
A)10 %
B)20 %
C)35 %
D)50 %
A)10 %
B)20 %
C)35 %
D)50 %
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6
Which of the following reasons is correct with respect to the need of providing baffle walls?
A)mixing of scum and wastewater
B)settling of heavy particles
C)increase velocity of the liquid
D)prevent scum and solids from escaping
A)mixing of scum and wastewater
B)settling of heavy particles
C)increase velocity of the liquid
D)prevent scum and solids from escaping
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7
What are the product gases of anaerobic digestion?
A)carbon-dioxide and methane
B)methane and oxygen
C)oxygen and carbon-dioxide
D)nitrogen and methane
A)carbon-dioxide and methane
B)methane and oxygen
C)oxygen and carbon-dioxide
D)nitrogen and methane
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8
What is the mixture of methane and carbon-dioxide of anaerobic digestion called?
A)waste gases
B)poisonous gas
C)biogas
D)carbo-methane
A)waste gases
B)poisonous gas
C)biogas
D)carbo-methane
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9
The term "septic" refers to _____________
A)anaerobic bacterial environment that develops in the tank
B)refers to safety and precaution
C)drainage of waste materials
D)aerobic bacterial environment that develops in the tank
A)anaerobic bacterial environment that develops in the tank
B)refers to safety and precaution
C)drainage of waste materials
D)aerobic bacterial environment that develops in the tank
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10
Septic tank is usually consists of brick wall in cement not less than___________
A)20 cm
B)100 cm
C)80 cm
D)200 cm
A)20 cm
B)100 cm
C)80 cm
D)200 cm
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11
A_____________is a type of toilet that collects human faeces in a hole in the ground.
A)gutter
B)septic tank
C)pit toilet
D)latrine
A)gutter
B)septic tank
C)pit toilet
D)latrine
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12
The size of the faeces drop hole in the floor or slab should not be larger than
A)5m
B)25 cm
C)45 cm
D)250 mm
A)5m
B)25 cm
C)45 cm
D)250 mm
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13
As of 2013 pit latrines are used by an estimated _____________ people.
A)1.77 billion
B)2.77 million
C)1.77 billion.
D)4.66 billion
A)1.77 billion
B)2.77 million
C)1.77 billion.
D)4.66 billion
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14
As a very general guideline it is recommended that the bottom of the pit should be at least___________ above groundwater level.
A)0.5 m
B)2 m
C)12 m
D)20 m
A)0.5 m
B)2 m
C)12 m
D)20 m
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15
A ____________houses the squatting pan or toilet seat and provides privacy and protection from the weather for the user.
A)roof
B)terrace
C)shade
D)shelter
A)roof
B)terrace
C)shade
D)shelter
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16
The theory of plasticity pertaining to soils is based on _____________
A)mohr's theory
B)rankine's method
C)mohr-coulomb theory
D)none of the mentioned
A)mohr's theory
B)rankine's method
C)mohr-coulomb theory
D)none of the mentioned
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17
On designing retaining walls it is necessary to take care of _____________exerted by soil mass.
A)erosion
B)lateral pressure
C)surcharge
D)lateral stress
A)erosion
B)lateral pressure
C)surcharge
D)lateral stress
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18
The material retained or supported by the retaining structure is called _____________
A)surcharge
B)support wall
C)back fill
D)all of the mentioned
A)surcharge
B)support wall
C)back fill
D)all of the mentioned
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19
The coefficient of earth pressure when the soil is at equilibrium is _____________
A)?v /?h
B)?h /?v
C)?v × ?h
D)?1 / ?3
A)?v /?h
B)?h /?v
C)?v × ?h
D)?1 / ?3
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20
The computation of stress in plastic equilibrium is based on _____________
A)theory of plasticity
B)mohr's theory of rupture
C)rankine's theory
D)all of the mentioned
A)theory of plasticity
B)mohr's theory of rupture
C)rankine's theory
D)all of the mentioned
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21
The wedge-shaped portion of the backfill tending to move with the wall is called
A)wedge fall
B)active fall
C)failure wedge
D)none of the mentioned
A)wedge fall
B)active fall
C)failure wedge
D)none of the mentioned
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22
In active stress, the major principal stress ?1 acting on the wall will be in _____________ plane.
A)vertical
B)horizontal
C)inclined
D)zero
A)vertical
B)horizontal
C)inclined
D)zero
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23
The plastic state of stress was proposed by
A)mohr
B)rankine
C)coulomb
D)darcy
A)mohr
B)rankine
C)coulomb
D)darcy
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24
The position of the backfill lying above the horizontal plane at the top of wall is called
A)active state
B)plasticity
C)surcharge
D)slip lines
A)active state
B)plasticity
C)surcharge
D)slip lines
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25
A structure that allows water to flow under a road, railroad, trail, or similar obstruction from one side to the other side is called as
A)drainage
B)bridges
C)tunnel
D)culverts
A)drainage
B)bridges
C)tunnel
D)culverts
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