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Prevention of pollution from seawage .....by dwivedi

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above paper gives precise information about pollution which is spread in sea by discharge of sewage. untreated sewage can cause major disruption in marine coastal ecosystem.
it gives all possible modern ways to prevent pollution from sewage of ship.

Published in: Engineering
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Prevention of pollution from seawage .....by dwivedi

  1. 1. FROM SEAWAGE BY DEEPAK KUMAR GOPAL KUMAR ADITYA SHRIVASTVA ABHISHEK KUMAR
  2. 2. ABSTRACT  Sewage pollution is an increasing problem in tropical marine environments. In this revlew we synthesize present knowledge of the effects of sewage pollution on coral-reef communities, and suggest directions for future research. A wide range of sewage impacts on coral- reef communities has been reported. Anthropogenic inputs of dissolved nutrients and organic particulate matter may also depress oxygen levels. While heavy sediment loads on corals may be lethal, lesser quantities may inhibit growth, cause changes in the growth forms of colonies, decrease coral cover, alter species composition of reef-building organisms, and inhibit coral recruitment. Toxic substances may induce metabolic changes in corals, decrease rates of growth and reproduction, or reduce viability of corals. Although further research is needed on all three major components of sewage effluent, the most critical need is for comprehensive, long-term studies of sewage impacts. The combined effects of particulate and toxic substances are especially poorly documented at this time.
  3. 3.  Regulation 2-  The provisions of this Annex shall apply to the following ships engaged in international voyages:  .1 New ships of 400 gross tonnage and above  .2 New ships pf less than 400 gross tonnage which are certified to carry more than 15 persons  .3 Existing ships of 400 gross tonnage and above, five years after the date of entry into force of this Annex  .2 Existing ships of less than 400 gross tonnage which are certified to carry more than 15 persons, five years after the date of entry into force of this Annex.  The Administration shall ensure that existing ships, according to subparagraphs 1.3 and 1.4 of this regulation, the keels of which are laid or which are of a similar stage of construction before October 1983 shall be equipped, as far as practicable, to discharge sewage in accordance with the requirements of regulation 11 of the Annex.
  4. 4.  Regulation 3—Exceptions  Regulation 11 of this Annex shall not apply to :  .1 The discharge of sewage from a ship necessary for the purpose of securing the safety of a ship and those on board or saving life at sea,  .2 The discharge of sewage resulting from damage to a ship or its equipment if all reasonable precautions have been taken before and after the occurrence of the damage, for the purpose of preventing or minimizing the discharge.
  5. 5.  Regulation 9—Sewage System  Every ship which, in accordance with regulation 2, is required to comply with the provisions of this Annex shall be equipped with one of the following sewage systems:  .1 A sewage treatment plant which shall be of type approved by the Administration, taking into account the standards and test methods developed by the Organization, or  .2 A sewage comminuting (=to reduce to a powder or small fragments; pulverized) and disinfecting system approved by the Administration. Such system shall be fitted with facilities to the satisfaction of the Administration, for temporary storage of sewage when the ship is less than 3 nautical miles from the nerest land, or  .3 A holding tank of the capacity to the satisfaction of the Administration for the retention of all sewage, having regard to the operation of the ship, the number of persons on board and other relevant factors. The holding tank shall be constructed to the satisfaction of the Administration and shall have a means to indicate visually the amount of its contents.
  6. 6.  Regulation 11—Discharge of sewage  Subject to the provisions of regulation 3 of this Annex, the discharge of sewage into sea is prohibited, except when:  .1 The ship is discharging comminuted (=to reduce to a powder or small fragments; pulverized) and disinfected sewage using a system approved by the Administration in accordance with requlation 9.1.2 of this Annex at a distance of more than 3 nautical miles from the nearest land, or sewage which is not comminuted (=to reduce to a powder or small fragments; pulverized) or disinfected, at a distance of more than 12 nautical miles from the nearest land, provided that, in any case, the sewage that has been stored in holding tanks, or sewage originating from spaces containing living animals, shall notbe discharged instantaneously but at a moderate rate when the ship is en route and proceeding at not less than 4 knots; the rate of discharge shall be approved by the Administration based upon standards developed by the Organization, or  .2 The ship han in operation an approved sewage treatment plant which has been certified by the Administration to meet the operational requirements referred to regulation 9.1.1 of this Annex, and  .2 The ship has in operation an approved sewage treatment plant which has beencertified by the Administration to meet the operational requirements referred to in regulation 9.1.1of this Annex, and  .2.1 The test results of the plant are laid down in the ship’s International Sewage Pollution Prevention certificate and  .2.2 Additionally, the effluent shall not produce visible floating solids nor cause discoloration of the surrounding water  The provisions of paragraph 1 shall not apply to ships operating in the waters under the jurisdiction of a state and visiting ships from the other States while they are in these waters and are discharging sewage in accordance with such less stringent requirements as may be imposed by such State.  When the sewage is mixed with wastes or waste water covered by other Annexes of MARPO, the requirements of those Annexes shall be complied with in addition to the requirements of this Annex.
  7. 7.  Regulation 12—Reception facilities  The Government of each party to the Convention, which requires ships operating in waters under its jurisdiction and visiting ships while in its waters to comply with the requirements of regulation 11.1, undertakes to ensure the provision of facilities at ports and terminals for the reception of sewage, without causing delay to ships, adequate to meet the needs of the ships using them  The Government of each party shall notify the Organization, for transmission to the Contracting Governments concerned, of all cases where the facilities provided under this regulation are alleged to be inadequate. 
  8. 8.  Why Required: ==  Untreated sewage as a suspended solid is unsightly  In order to break down naturally, raw sewage must absorb oxygen. In excessive amounts it could reduce the oxygen content of the water to the point where fish and plant life would die.  Pungent smells are also associated with sewage as a result of bacteria which produce hydrogen sulphide gas.  Particular bacterial present in human intestine known as coliforms are also to be found in sewage. They are not normally harmful, except when they contain pathogenic colonies which can cause dysentery, typhoid, para-typhoid, etc.
  9. 9.  Two types sewage treatment plant== Employing either chemical or biological methods.  Chemicalmethod== Basically a storage tank which collects solid material for disposal at permitted areas or to shore collection facility.  Biological method== treats the sewage so that it is acceptable for discharge in shore
  10. 10.  It minimizes the collected sewage , treats it and retains until it can be discharged in a decontrolled area, well out at sea. Shore receiving facalities are available at some ports.  A perforated rubber belt is used to separate liquid from solids in the separating tank. The liquid is then passed through treatment tanks to a pneupress arrangement (compressed air press tank )for user as a flushing fluid at the toilets. Treatment by chlorine and caustic based compound makes the liquid effluent acceptable for the purpose. Solids are chemically inerted by a caustic compound and delivered via grinder pump to the holding tank.
  11. 11.  Tank is pumped out at sea or to shore. Tank is small because the liquid effluent passes mainly to the flushing system.  Correct chemical dosage rates are maintained and these are determined by taking a sample and doing chemical test. Failure in maintain correct chemical dosage can cause a chemical odour of the flush water and some darkening of its colour. Incorrect dosage can cause the liquor to develop a very high alkalinity which will cause some corrosion of pipes and tanks.
  12. 12.  Biological Sewage treatment plant ===  Biological system utilizes bacteria to completely break down the sewage into an acceptable substance for discharge into any waters. The extended aeration process provides a climate in which oxygen loving bacteria multiply and digest the sewage , converting it into a sludge. These oxygen loving bacteria are known as aerobic.  The plant contains three compartment- aeration chamber, settling tank and chlorine contact chamber.
  13. 13.  The plant contains three compartment- aeration chamber, settling tank and chlorine contact chamber.  The sewage enters into the aeration compartment where it is digested by aerobic bacteria and micro-organism, whose existence is aided by atmospheric oxygen which is pumped in.  The sewage then flow into settling compartment where the activated sludge is settled out.  The clear liquid flows to the chlorinator and the effluents are made to come in contact with chlorine tablets present in the chlorinator. The treated effluents are free from aerobic bacteria before they are discharged. Two float switches in the final section control the discharge pump.  The activated sludge in the settling tank is continuously recycled and consequently it builds up, so that every two to three months it must be partially removed.The sludge must be discharged only in a decontrolled area.  Air supply press==0.2 bar from a air compressor.  The gases evolved during bacterial decomposition are safely let into the atmosphere through an air vent.
  14. 14.  Precautions to be taken in opening & cleaning of sewage plant===  Put off the power to the plant and empty out the treatment plant prior to any action taken for cleaning  Do not force open the plant while under pressure  Vent the plant to ensure that all entrapped toxic gases present in the system are escaped  Enclosed space check list to be followed  Use suitable gas mask before opening the manhole  Use safety harnesses and lifelines when entering the plant  Watch out for slippery footing in the tank  Use only explosion proof portable lighting appliances  Use non sparking tools for cleaning and repairs  No hot work permitted in & around the plant  Hose down the system using sea water and then flush with fresh water.
  15. 15. THANK YOU
  16. 16. GUIDED BY MR.DHAYANESHAWARAN

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