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GROUP ASSIGNMENT
SEWAGE TREATMENT PLANT
PREPARED BY:
ABDUL JABBAR KHAN
PANDIARAJ A/L RETENAM
SEWAGE TREATMENT PLANT ON A SHIP
EXPLAINED
Discarding sewage produced onboard on a ship is one of
the few tasks on a ship which should be taken utmost care
of if one wants to same him and his shipping company from
heavy fine. The sewage generated on the ship cannot be
stored on the ship for a very long time and it for this reason it
has to be discharged into the sea. Though sewage can be
discharged into the sea, we cannot discharge it directly
overboard as there are some regulations regarding
discharging of sewage that needs to be followed. Sewage
on sea is generally the waste produced from toilets, urinals
and WC scuppers. The rules say that the sewage can be
discharged into the sea water only after it is treated and the
distance of the ship is 4 nautical miles from the nearest land.
 But if the sewage is not treated this can be
discharged 12 nautical miles away from the
nearest land. Also the discharged sewage
should not produce any visible floating solids
nor should it cause any discoloration of
surrounding water. There are different
methods of treating sewage available in the
market, but the most common of them is the
biological type for it
 Working of a Biological Sewage Plant
 The basic principle of the working of a biological
treatment plant is decomposition of the raw sewage.
This process is done by aerating the sewage chamber
with fresh air. The aerobic bacteria survive on this
fresh air and decompose the raw sewage which can
be disposed off in the sea. Air is a very important
criterion in the functioning of the biological sewage
plant because if air is not present, it will lead to growth
of anaerobic bacteria, which produces toxic gases that
are hazardous to health.Also, after decomposition of
the sewage with anaerobic bacteria, a dark black liquid
causes discoloration of water which is not accepted for
discharging. Thus in a biological sewage treatment
plant the main aim is to maintain the flow of fresh air.
 Division of Processes
 The biological sewage plant is divides into three chambers:-

 Aeration chamber
 This chamber is fed with raw sewage which has been
grinded to form small particles. The advantage of breaking
sewage in small particles is that it increases the area and
high number of bacteria can attack simultaneously to
decompose the sewage. The sewage is decomposed into
carbon dioxide, water and inorganic sewage. The air is
forced through diffuser into the air chamber. If pressure is
kept high then the mixture of air and sewage will not take
place properly and it will escape without doing any work
required for decomposition. It is for this reason; controlled
pressure is important inside the sewage treatment plant as
this will help in proper mixing and decomposition by the
agitation caused by air bubbles. Generally the pressure is
kept around 0.3-0.4 bars
 Settling tank
 The mixture of liquid and sludge is passed to
settling tank from the aeration chamber. In
the settling tank the sludge settles at the
bottom and clear liquid on the top. The
sludge present at the bottom is not allowed
to be kept inside the settling tank as this will
lead to growth of anaerobic bacteria and foul
gases will be produced.The sludge formed is
recycled with the incoming sludge where it
will mixes with the later and assist in the
breakdown of sewage.
 Chlorination and Collection
 In this chamber the clear liquid produced from the
settling tank is over flown and the liquid is disinfected
with the help of chlorine. This is done because of the
presence of the e-coli bacteria present in the liquid.
To reduce these bacteria to acceptable level
chlorination is done. Moreover, to reduce the e-coli,
the treated liquid is kept for a period of at least 60
minutes. In some plants disinfection is also done with
the help of ultra violet radiation. The collected liquid is
discharged to overboard or settling tank depending
on the geological position of the ship. If the ship is in
restricted or near coastline then the sewage will be
discharged into the holding tank; otherwise, the
sewage is discharged directly into the sea when high
level is reached and is disposed automatically until
low level switch activates.
 4 Important Terms Related to Sewage
Treatment Plant on Ships
 Biochemical Oxygen Demand (BOD)
 Coliform Count
 Recommended levels of pumping out solids
 Bio-chemical digestion of sewage
 1. Biochemical Oxygen Demand
 Biochemical oxygen demand is a test to identify
biological decomposable substances and to test
the strength of the sewage. BOD depends on
the activity of bacteria in the sewage. These
bacteria feed on and consume organic matter in
the presence of oxygen.
 BOD of raw sewage is 300-600 mg/litre. IMO
recommends BOD of less than 50 mg/litre after
treatment through sewage treatment plant.
 2. Coliform Count
 Coliform is a type of organism which is present in
human intestine and is recognized as indicator
organisms of sewage pollution. Presence of these
organisms in water is an indication of pathogen
(pathogen count), which are diseases causing
bacteria responsible for cholera, dysentery, typhoid
etc.
 The number of coliform organisms present in sewage
on ship is very large, with each person contributing
around 125 billion in winters and 400 billion in
summer.
 IMO recommends faecal coliform count of less than
250 faecal/100 ml. of affluent after treatment.
 3. Recommended levels of pumping out solids
 Dissolved solids – Solids which are dissolved in the
solution
 Suspended solids – Solids physically suspended in
sewage that can be removed by laboratory filtration and
are relatively high in organic matter.
 Settle able solids – Suspended solids that will subside
in quiescent liquid in a reasonable period of time
(usually around an hour)
 Suspended level of raw sewage – Around 300-400
mg/litre; IMO recommends 50 mg/ litre after treatment.
 Residual disinfectant – After treatment residual
disinfectant should be as low as possible. IMO
recommends use of ultra violet exposure for
chlorination method.
 4. Biochemical digestion of sewage:
 Anaerobic process
 Anaerobic bacteria can only multiply in the
absence of free oxygen as they utilize
chemically bound oxygen to survive. Anaerobic
bacteria break down the organic matter into
water, carbon dioxide, methane, hydrogen
sulphide and ammonia. This process is called
putrefaction.
 Aerobic process
 Aerobic bacteria require free oxygen to survive.
They break down the organic matter to produce
safe products such as water, carbon dioxide,
inert residue, and energy to synthesize new
bacteria.
 Physical-Chemical System
 Operation
 •Grey water collected in tank and chlorine
added for disinfecting & sodium hypochlorite to
aid flocculation
 •Sewage is circulated from dosing tank to
comminutor and to chemical treatment tank –
converted to slurry.
 •Slurry, by action of chemical, separate into
sludge and clear liquid in settling tank
(flocculation).
 •Clear liquid is recirculated for toilet use.
Physical-Chemical System
 Sewage Treatment-Operation
 •The system collect and store sewage in controlled
areas. Where legislation permits, wash basins, bath
and shower drains is discharged straight overboard.
 •Various chemicals are added at different points for
odour, colour removal and to assist breakdown and
sterilisation
 •A communitor is used to physically break up the
sewage and assist the chemical breakdown process.
 •Solid material settles out in the tank and is stored
prior to discharge into the sullage tank.
 •The liquid is recycled for flushing use.
 Maintenance
 In case of a blockage of the sewage line there is a
connection for back flushing which uses sea water.
This is to be used to unclog the sewage pipelines;
however, it is to note that all valves are closed and
only the necessary valves are open, for it might back
flush from WC of the cabins.
 Generally, stewards are instructed for using
chemicals provided by various manufacturers such as
Drew Marine and Unitor during washing so that no
blockages of lines are caused. However, there
shouldn’t be any overuse of these chemical as it
would lead to killing of aerobic bacteria which will
decrease the efficiency of the plant and other
problems. The amount of chemicals is to be as per
manufacturer recommendation.
THANK YOU
END OF SLIDE SHOW

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Sewage treatement plant

  • 1. GROUP ASSIGNMENT SEWAGE TREATMENT PLANT PREPARED BY: ABDUL JABBAR KHAN PANDIARAJ A/L RETENAM
  • 2. SEWAGE TREATMENT PLANT ON A SHIP EXPLAINED Discarding sewage produced onboard on a ship is one of the few tasks on a ship which should be taken utmost care of if one wants to same him and his shipping company from heavy fine. The sewage generated on the ship cannot be stored on the ship for a very long time and it for this reason it has to be discharged into the sea. Though sewage can be discharged into the sea, we cannot discharge it directly overboard as there are some regulations regarding discharging of sewage that needs to be followed. Sewage on sea is generally the waste produced from toilets, urinals and WC scuppers. The rules say that the sewage can be discharged into the sea water only after it is treated and the distance of the ship is 4 nautical miles from the nearest land.
  • 3.  But if the sewage is not treated this can be discharged 12 nautical miles away from the nearest land. Also the discharged sewage should not produce any visible floating solids nor should it cause any discoloration of surrounding water. There are different methods of treating sewage available in the market, but the most common of them is the biological type for it
  • 4.  Working of a Biological Sewage Plant  The basic principle of the working of a biological treatment plant is decomposition of the raw sewage. This process is done by aerating the sewage chamber with fresh air. The aerobic bacteria survive on this fresh air and decompose the raw sewage which can be disposed off in the sea. Air is a very important criterion in the functioning of the biological sewage plant because if air is not present, it will lead to growth of anaerobic bacteria, which produces toxic gases that are hazardous to health.Also, after decomposition of the sewage with anaerobic bacteria, a dark black liquid causes discoloration of water which is not accepted for discharging. Thus in a biological sewage treatment plant the main aim is to maintain the flow of fresh air.
  • 5.
  • 6.  Division of Processes  The biological sewage plant is divides into three chambers:-   Aeration chamber  This chamber is fed with raw sewage which has been grinded to form small particles. The advantage of breaking sewage in small particles is that it increases the area and high number of bacteria can attack simultaneously to decompose the sewage. The sewage is decomposed into carbon dioxide, water and inorganic sewage. The air is forced through diffuser into the air chamber. If pressure is kept high then the mixture of air and sewage will not take place properly and it will escape without doing any work required for decomposition. It is for this reason; controlled pressure is important inside the sewage treatment plant as this will help in proper mixing and decomposition by the agitation caused by air bubbles. Generally the pressure is kept around 0.3-0.4 bars
  • 7.  Settling tank  The mixture of liquid and sludge is passed to settling tank from the aeration chamber. In the settling tank the sludge settles at the bottom and clear liquid on the top. The sludge present at the bottom is not allowed to be kept inside the settling tank as this will lead to growth of anaerobic bacteria and foul gases will be produced.The sludge formed is recycled with the incoming sludge where it will mixes with the later and assist in the breakdown of sewage.
  • 8.  Chlorination and Collection  In this chamber the clear liquid produced from the settling tank is over flown and the liquid is disinfected with the help of chlorine. This is done because of the presence of the e-coli bacteria present in the liquid. To reduce these bacteria to acceptable level chlorination is done. Moreover, to reduce the e-coli, the treated liquid is kept for a period of at least 60 minutes. In some plants disinfection is also done with the help of ultra violet radiation. The collected liquid is discharged to overboard or settling tank depending on the geological position of the ship. If the ship is in restricted or near coastline then the sewage will be discharged into the holding tank; otherwise, the sewage is discharged directly into the sea when high level is reached and is disposed automatically until low level switch activates.
  • 9.  4 Important Terms Related to Sewage Treatment Plant on Ships  Biochemical Oxygen Demand (BOD)  Coliform Count  Recommended levels of pumping out solids  Bio-chemical digestion of sewage
  • 10.  1. Biochemical Oxygen Demand  Biochemical oxygen demand is a test to identify biological decomposable substances and to test the strength of the sewage. BOD depends on the activity of bacteria in the sewage. These bacteria feed on and consume organic matter in the presence of oxygen.  BOD of raw sewage is 300-600 mg/litre. IMO recommends BOD of less than 50 mg/litre after treatment through sewage treatment plant.
  • 11.  2. Coliform Count  Coliform is a type of organism which is present in human intestine and is recognized as indicator organisms of sewage pollution. Presence of these organisms in water is an indication of pathogen (pathogen count), which are diseases causing bacteria responsible for cholera, dysentery, typhoid etc.  The number of coliform organisms present in sewage on ship is very large, with each person contributing around 125 billion in winters and 400 billion in summer.  IMO recommends faecal coliform count of less than 250 faecal/100 ml. of affluent after treatment.
  • 12.  3. Recommended levels of pumping out solids  Dissolved solids – Solids which are dissolved in the solution  Suspended solids – Solids physically suspended in sewage that can be removed by laboratory filtration and are relatively high in organic matter.  Settle able solids – Suspended solids that will subside in quiescent liquid in a reasonable period of time (usually around an hour)  Suspended level of raw sewage – Around 300-400 mg/litre; IMO recommends 50 mg/ litre after treatment.  Residual disinfectant – After treatment residual disinfectant should be as low as possible. IMO recommends use of ultra violet exposure for chlorination method.
  • 13.  4. Biochemical digestion of sewage:  Anaerobic process  Anaerobic bacteria can only multiply in the absence of free oxygen as they utilize chemically bound oxygen to survive. Anaerobic bacteria break down the organic matter into water, carbon dioxide, methane, hydrogen sulphide and ammonia. This process is called putrefaction.  Aerobic process  Aerobic bacteria require free oxygen to survive. They break down the organic matter to produce safe products such as water, carbon dioxide, inert residue, and energy to synthesize new bacteria.
  • 14.  Physical-Chemical System  Operation  •Grey water collected in tank and chlorine added for disinfecting & sodium hypochlorite to aid flocculation  •Sewage is circulated from dosing tank to comminutor and to chemical treatment tank – converted to slurry.  •Slurry, by action of chemical, separate into sludge and clear liquid in settling tank (flocculation).  •Clear liquid is recirculated for toilet use.
  • 16.  Sewage Treatment-Operation  •The system collect and store sewage in controlled areas. Where legislation permits, wash basins, bath and shower drains is discharged straight overboard.  •Various chemicals are added at different points for odour, colour removal and to assist breakdown and sterilisation  •A communitor is used to physically break up the sewage and assist the chemical breakdown process.  •Solid material settles out in the tank and is stored prior to discharge into the sullage tank.  •The liquid is recycled for flushing use.
  • 17.  Maintenance  In case of a blockage of the sewage line there is a connection for back flushing which uses sea water. This is to be used to unclog the sewage pipelines; however, it is to note that all valves are closed and only the necessary valves are open, for it might back flush from WC of the cabins.  Generally, stewards are instructed for using chemicals provided by various manufacturers such as Drew Marine and Unitor during washing so that no blockages of lines are caused. However, there shouldn’t be any overuse of these chemical as it would lead to killing of aerobic bacteria which will decrease the efficiency of the plant and other problems. The amount of chemicals is to be as per manufacturer recommendation.
  • 18. THANK YOU END OF SLIDE SHOW