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Friday, January 13, 2017

Question and answer about Sewage Treatment Plant. For MEO Class 2 (Sheet-2)



(a)                Explain how the conditions arise which result in erratic action or total inaction in the holding tanks of biological marine sanitation devices (sewage systems).          (4m)

(b)               Define the problems associated with macerator / chlorinator units, particularly in vessels engaged in the high density passenger trade.                                              (4m)

(c)                Identify the advantages of mechanical / chemical recirculating systems.      (2m)

Answer :-

(a)                Conditions leading to erratic action or total inaction in holding tanks of biological type sewage plants can be:
1)      overloading – every system is designed for a rated capacity, overloading will give lesser time for the breakdown of sewage (in aeration chamber) and disinfection (in chlorinator chamber).
2)      Insufficient air supply can be due to defective air blower / compressor, choked filters and airlines – reduce turbulence required for the intimate contact between the sewage and the bacteria. Also result in decrease in oxygen supply needed by the colony for its metabolism.
3)      Oil and grease – destroys the aerobic bacteria colony and affect plant operation.
4)      Toxicity in the water – water in presence of unsuitable toilet detergents or high concentration of heavy metal ion can lead to damage to the activated sludge resulting gin erratic action.

(b)               Macerator / chlorinator units are simple inexpensive systems whereby it is similar to retention tanks except that the sewage is given a certain amount of treatment before discharge. Problems with these units includes:
1)      minimum contact time for the chlorine to take effect is approximately 20 minutes, hence affecting the rate of usage.
2)      Also this type of unit is not capable of discharging an effluent acceptable to the legislation authorities, therefore they are provided with some soil tank of a considerable size to retain the sewage during port stay.
3)      Physical separation of sewage involving filters of some form is normally used and sludge accumulated by this filtration must be stored or incinerated, if stored measures should be taken to prevent the onset of septic conditions.

(c)                Advantages of mechanical / chemical recirculation system are:
1)      complies with even the most stringent legislation being a ‘zero discharge’ system.
2)      Short retention time allowing for reduced plant size.
3)      Due to solid separation a minimal quantity of chemical is required.
4)      Relatively simplicity in operation.
5)      Can handle surges easily.
6)      Will operate in either seawater or fresh water flush and also handles sewage drains as well as others.
7)      Moderate acquisition and operating costs.    



 
(a)                Draw a line diagram of a zero discharge sewage system in which the waster is recirculated and the solid processed for disposal, labeling all principal component and show the direction of all flow in the system.                                                 (4m)

(b)               Describe how such a system operates.                                                            (4m)

(c)                Give reason why the system might be considered superior to that compared to which the sterile water is discharged at sea. List the disadvantages that might arise from this system.                                                                                                            (2m)

Answer :-

(a)
             
(b)        Sewage Chemical Treatment Plant – Zero Discharge Recirculating System
This type is the latest for shipboard use and has a definite advantage over the other types in it’s ability to comply with even the most stringent legislation in that, there is no discharge overboard while in restricted waters.
The unit is divided into four main tanks namely chemical dosing tank, treatment tank, settling tank and a recirculating pressure tank (hydrophore tank).
1)      Chemical dosing tank
Sewage from closets led to this tank for mixing up with chemicals, which breaks down the solid matter in the waste and also to improve the colour of the liquid. From here, it is lead to the treatment tank via a comminutor.
2)      Treatment tank
Here treatment chemical is added to sterilize and further deodorizes the liquid. A recirculating pump draws from this tank and discharge it into the dosing tank again, ensuring the incoming sewage is thoroughly broken down and chemically treated. The sewage remains in this section for about 5 minutes before passing to the settling tank.
3)      Settling tank
This is designed to give adequate retention period to allow settlement of suspended solids whereby the supernatant or treated effluent is then transferred via a mesh filter to the hydrophore tank.
4)      Hydrophore tank
From here, the clean effluent is again sent to the various closets for flushing purposes.

(d)               This system has the distinct advantage of having the ability to comply with even the most stringent legislations, as there is no overboard discharge while in restricted waters.
Disadvantages that might arise from this system includes:
1)      requires handling and storage of corrosive chemicals onboard.
2)      Solids must be discharged frequently.
3)      Relatively large size, making retrofit installations difficult.
4)      Regular consumption of chemical adds to incurred expenses.

Contamination of coastal waters is causing some ship owners to install equipment to deal with raw sewage in anticipation of maritime legislation.
Describe with sketches two entirely different methods currently available for dealing with raw sewage onboard ships.

Answer :-

Biological Treatment Plant (Extended Aeration System)
Unit is divided into three processing chambers, an aeration compartment, settling compartment and a chlorination compartment.
1)      Aeration compartment
Aerobic bacteria and micro organism breakdown the human waste into CO2, water and inert organic material to produce new bacteria cells and organism.
Rotary aeration blower supply air providing oxygen to the aerobic organism and also keeps the content of the tank intimately mixed with the incoming sewage and the returned activated sludge.
2)      Settling compartment
Here bacteria is allowed to propagate under quiet conditions and deposited sludge is air lifted back into aeration chamber. A surface skimmer provides means of removing floating scum and simultaneously allow the fluid to be drawn up from it’s purest zone for treatment in next stage.
3)      Chlorination chamber 
Clean liquid passed to chlorinator at controlled rate for disinfectant whereby remaining bacteria are killed. The resulting harmless effluent is then ready for discharge overboard.


Chemical Treatment Plant – (Recirculation System)
 This type is the latest for shipboard use and has a definite advantage over the other types in it’s ability to comply with even the most stringent legislation in that, there is no discharge overboard while in restricted waters.
The unit is divided into four main tanks namely chemical dosing tank, treatment tank, settling tank and a recirculating pressure tank (hydrophore tank).
1)      Chemical dosing tank
Sewage from closets led to this tank for mixing up with chemicals, which breaks down the solid matter in the waste and also to improve the colour of the liquid. From here, it is lead to the treatment tank via a comminutor.
2)      Treatment tank
Here treatment chemical is added to sterilise and further deoderises the liquid. A recirculating pump draws from this tank and discharge it into the dosing tank again, ensuring the incoming sewage is thoroughly broken down and chemically treated. The sewage remains in this section for about 5 minutes before passing to the settling tank.
3)      Settling tank
This is designed to give adequate retention period to allow settlement of suspended solids whereby the supernatant or treated effluent is then transferred via a mesh filter to the hydrophore tank.
4)      Hydrophore tank
From here, the clean effluent is again sent to the various closets for flushing purposes.


With respect to sewage treatment, discuss the following terms:

(a)        Biochemical oxygen demand.                                                                         (4m)

(b)        Suspended solids content,                                                                              (3m)

(c)        Coliform discharge counts.                                                                             (3m)

Answer :-

(a)                Biochemical oxygen demand
BOD is a measure of the total amount of oxygen in mg/ltr which will taken up by bacteria and chemicals to stabilize or oxidize the sewage within a given period of time at a particular temperature (usually associated with a specific period of time take takes 5 days)

(b)               Suspended solids content
These are solids which are non soluble matter or inorganic solids present in the raw sewage and will remain in suspension in the effluent. It is unsightly and over a period of time can give rise to silting problems. They are usually a sign of a malfunction sewage plant and when very high will be accompanied by a high BOD.
They are measured by filtering a sample through a pre weighted asbestos pad, which is then dried and reweigh. The standard also varies with different countries.
 
(c)                Coliform discharge counts
Coliforms or e-coliform is the name given to the group of bacteria normally found in the intestines of man and also in vegetation. These bacteria are normally not harmful except they contain pathogenic colonies which cause diseases like typhoid, dysentry etc.
They can be quantified easily in laboratory test, the result of which  is indicative of the amount of human waste present in a particular sewage sample.
The result of this test is called the ‘e-coli-count’ expressed per 100mltrs.  



 
(a)                Draw a line diagram of a biological sewage system in which only sterile water is discharge overboard at sea and labeling the principle items showing it’s directional flow in all the line.                                                                                     (4m)

(b)               Describe briefly how it operates                                                                     (4m)

(c)                Define it’s principle disadvantage.                                                                 (2m)

Answer:-

(a)

(b)        Biological Treatment Plant (Extended Aeration System)
Unit is divided into three processing chambers, an aeration compartment, settling compartment and a chlorination compartment.
1)      Aeration compartment
Aerobic bacteria and micro organism breakdown the human waste into CO2, water and inert organic material to produce new bacteria cells and organism.
Rotary aeration blower supply air providing oxygen to the aerobic organism and also keeps the content of the tank intimately mixed with the incoming sewage and the returned activated sludge.
2)      Settling compartment
Here bacteria is allowed to propagate under quiet conditions and deposited sludge is air lifted back into aeration chamber. A surface skimmer provides means of removing floating scum and simultaneously allow the fluid to be drawn up from it’s purest zone for treatment in next stage.
3)      Chlorination chamber 
Clean liquid passed to chlorinator at controlled rate for disinfectant whereby remaining bacteria are killed. The resulting harmless effluent is then ready for discharge overboard.

(d)               Principle disadvantages:
1)      requires continuous operation to maintain the functioning bacteria.
2)      Use of certain detergents can be harmful to the functioning bacteria colony.


 

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