Sewage Management Flashcards

1
Q

is waste water from a
community, containing solid and liquid excreta, derived
from houses, street and yard washings, factories and
industries. I

A

Sewage or black water

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2
Q

The pipes through which sewage flows are known as
and the network of such pipes is known as

A

sewerage
sewers

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3
Q

The health hazards of improper excreta management are

A
  1. Soil pollution
  2. Water pollution
  3. Contamination of foods and
  4. Propagation of flies.
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4
Q

most important way to break fecal-borne disease life cycle

A

Segregation of faeces (Sanitation
barrier)-through sanitary disposal
of faeces,

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5
Q

Methods of excreta disposal can be
divided into two

A

. Methods applicable to unsewered
areas
2. Methods applicable to sewered areas

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6
Q

Methods of excreta disposal applicable to unsewered
area

A

-Service and non service types

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7
Q

.Non-Service Type

A

a) Open defecation
b) Shallow pit
c) Overhung latrine
d) Sanitary latrines-Bore hole latrine, Dug well or pit latrine (Simple pit latrine,
Ventilated Improved Pit (VIP) latrine), Septic tank and soakaway pit, Water-seal
type of latrine, Aqua privy
e) Latrines suitable for camps and temporary use
a)Chemical closet
b)Shallow trench latrine
c) Deep trench latrine

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8
Q

Service Type (Conservancy System )

A

Bucket or Pail Latrines

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9
Q

Methods of excreta disposal
applicable to sewered area

A
  1. Water carriage system and sewage treatment
  2. Other methods of sewage disposal
    a) Sea outfall
    b) River outfall
    c) Sewage Farming / Land Treatment
    d) Oxidation Ponds
    e) Oxidation Ditches
    f) Aerated lagoons
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10
Q

The collection and removal of nightsoil from bucket or pail
latrines by human agency is called-, and the latrines are called -
❖ The nightsoil is transported in - to the place of
final disposal, where it is disposed of by - and -
❖ Service latrines are a source of filth and insanitation.
❖ They have all the drawbacks and faults which tend to
perpetuate the cycle of faecal-borne diseases in the
community.
❖ The nightsoil is exposed to flies; there is always -

A

service type or
conservancy system
[15/11, 9:14 pm] Torikems: “nightsoil carts”
[15/11, 9:14 pm] Torikems: (i) composting or (ii)
burial in shallow trenches.
[15/11, 9:15 pm] Torikems: cycle of faecal-borne diseases
[15/11, 9:15 pm] Torikems: possibility of water and soil pollution.
[15/11, 9:16 pm] Torikems: corrosion and require
frequent replacement

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11
Q

SHALLOW PIT People working on farms may dig a small hole each time they
defecate and then cover the excreta with soil.
❖This is sometimes known as the -
❖Pits about - may be used for several weeks.
❖Excavated soil is heaped beside the pit and some is put over
the excreta after use.

A

CAT method
300mm deep

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12
Q

Bore hole latrine
➢The latrine consists of a
circular hole - in
diameter dug vertically into
the ground to a depth of -, most commonly 6m.
➢ A concrete squatting
plate with a - is
placed over the hole.
➢A suitable enclosure is
put up to provide privacy

A

[15/11, 9:29 pm] Torikems: 30cm to 40cm 4m to 8m most commonly 6m
[15/11, 9:30 pm] Torikems: central opening and foot rests

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13
Q

Simple pit latrine
➢ A circular pit about -
is dug into the ground for reception of the nightsoil.
➢ The pit may be lined with-
➢ A concrete squatting plate is placed on top of the pit, and
the latrine is -

A

75cm in diameter and 3 to 3.5 m deep pottery rings to prevent caving in
of the soil enclosed with a superstructure

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14
Q

Sanitary latrines
❑Ventilated Improved Pit (VIP) latrine (1) The concrete squatting plate must have openings for the

A

squatting chute and the vent pipe.

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15
Q

Septic tank and soakaway pit
❖Septic tank is - into which
household sewage is stored.
❖A soakaway is a system comprised of a hole dug in the
ground and filled with - and - stones This allows
surface water that would - to soak
back down into the earth

A

[15/11, 9:41 pm] Torikems: water-tight masonry tank rubble and coarse stones otherwise begin to pool
[15/11, 9:46 pm] Torikems: Latrines suitable for camps and temporary use includes:
[15/11, 9:47 pm] Torikems: -Chemical closet -shallow treanch latrines -deep trench latrines

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16
Q

Shallow trench latrine
Latrines suitable for camps and
temporary use (2)
❖ This is simply a trench dug with ordinary tools.
❖ The trench is -wide and - deep
❖ Its length depends on the number of users: -
❖ Separate trenches should be provided for men and women.
❖ The earth from the trench should be -
❖ People should be instructed to cover faeces with earth each
time they use the latrine

A

30cm wide and 90-150cm deep 3-3.5m are
necessary for 100 people.

17
Q

❑Deep trench latrine
Latrines suitable for camps and
temporary use (3)
❖ This type of latrine is intended for -,
from a few weeks to a few months.
❖ The trench is -wide and - deep
❖ Depending upon the local customs, a seat or a squatting
plate is provided.
❖ A superstructure is built for privacy and protection

A

for camps of longer duration 1.8 to 2.5m deep and 75-90cm wide

18
Q

METHODS APPLICABLE TO SEWERED
AREAS
❑WATER CARRIAGE SYSTEM
❖Elements of Water Carriage System
METHODS APPLICABLE TO SEWERED
AREAS
❑WATER CARRIAGE SYSTEM
❖Elements of Water Carriage System
list 4
❑SEWAGE TREATMENT
❖Modern Sewage Treatment Plant
❖Aquatic Treatment Systems

❑SEWAGE TREATMENT
list 2

A

❖Elements of Water Carriage System
1.Household sanitary fittings (plumbing system in
buildings)
2.House sewers
3.Street sewers or Trunk sewers
4.Sewer appurtenances: manholes, traps, etc ❑SEWAGE TREATMENT
❖Modern Sewage Treatment Plant
❖Aquatic Treatment System

19
Q

Sewer appurtenances ➢Manholes are openings built into sewerage system to -
➢Locations:
✓Whenever there is -
✓Meeting point of two or more sewers
✓Distances of -

A

permit
inspection, repairs and cleaning.
change in the direction of sewers
f 100metres in long straight runs

20
Q

Sewer appurtences ❖Traps
➢Traps are designed to
prevent foul gases entering
houses and to remove sand,
grit and grease from sewage.
➢They are placed in 3
situations

A

. Under the basin of water
closets
2. Where house drain joins
public drain (intercepting
trap)
3. Where surface water
enters the drain

21
Q

Modern Sewage (Wastewater) Treatment Plant
❑Primary Treatment
-Screening
-Grit chamber
-Primary sedimentation
❑Secondary Treatment
-Biological Treatment-Trickling filter method
-Activated sludge process
-Secondary Sedimentation
❑ Sludge Disposal
-Digestion or
-Sea disposal or
-Land disposal
❑ Effluent Disposal
-Disposal by dilution
-Disposal on land

A

by the action of anaerobic and aerobic y by screening and partly by sedimentation aerobic oxidation

22
Q

SECONDARY TREATMENT
❑Trickling filter (1)
❖The trickling filter or percolating filter is a bed of crushed
stones or cinker, -
depending upon the size of the population.
❖The effluent from the primary sedimentation tank is
sprinkled uniformly on the surface of the bed by a revolving
device.
❖The device consists of hollow pipes each of which have a
row of holes.
❖The pipes keep rotating, sprinkling the effluent in a thin
film on the surface of the filter.

A

1 to 2 m deep and 2 to 30 m in diamete

23
Q

Activated sludge process (1)
❖Activated sludge process is the modern method of
purifying sewage in place of the trickling filter.
❖The heart of the activated sludge process is the -
❖The effluent from the primary sedimentation tank is
mixed with sludge drawn from the final settling tank ( also
known as activated sludge or return sludge, this sludge is -).
❖The proportion of activated sludge to the incoming
effluent is of the -

A

aeration
tank. a
rich culture of anaerobic bacteria 20 to 30 per cent.

24
Q

Activated sludge process (2)
❖The mixture is subjected to aeration in the aeration
chamber for about-
❖The aeration is accomplished either by mechanical
agitation or by forcing compressed air continuously from the
-
❖This latter method, also known as - is
considered a better method of aeration.
❖During the process of aeration the organic matter of the
sewage gets oxidized into carbon dioxide, nitrates and
water with the help of aerobic bacteria in the activated
sludge.

A

6 to 8 hours. bottom of the aeration tank diffuse aeration”