DISPOSAL OF SOLID WASTES Dr.Pracheth.R. Outline • Importance • Solid waste • Sources of refuse • Storage • Collection • Methods of disposal Importance • Public health engineers, sanitarians • Health hazard • Advice- camp sanitation, natural disasters Solid wastes • Garbage (food wastes) • Rubbish (paper, plastics, wood, metal, throwaway containers, glass) • Demolition products (bricks, masonry, pipes) • Sewage treatment residue • Dead animals, manure • No night soil • Per-capita daily output :0.25-2.5kg Health hazard • Decomposes, fly breeding • Attracts rodents • Pathogens • Water, soil pollution • Unsightly appearance, nuisance- bad odours Sources of refuse • Street refuse • Market refuse • Stable litter • Industrial refuse • Domestic refuse: ash, rubbish, garbage Residue from fire –cooking, heating Sources of refuse • Garbage: Waste matter- preparation, cooking, consumption of food Waste food, vegetable peelings Quick removal, disposal : ferments on storage Storage • First consideration • Galvanized steel dust bin with close fitting cover • Paper sack Storage • Public bins : Large number of people Not covered Concrete platform : 2-3 inches above ground level Handled, emptied mechanically : lorries Collection • House- house: best • Dump – public bins • Refuse dispersed all along street • Refuse collection vehicles • Mechanical transport • Dustless refuse collector Methods of disposal • Dumping • Controlled tipping • Incineration • Composting • Manure pits • Burial Dumping • Refuse dumped in low lying areas • Bacterial action- decreases in volume –humus • Kolkata • Drawbacks: Flies, rodents Nuisance: odour, unsightly appearance Loose refuse : dispersed by wind Drainage from dumps : pollution- surface, ground water. Controlled tipping (Sanitary landfill) • Most satisfactory : land available • Material placed in trench/other prepared area : compacted and covered with earth at end of working day • Modified sanitary landfill : Compacted and covered once a week Trench method • Level ground available • 2-3 m deep, 4-12 m wide • Refuse compacted, covered with earth Ramp method • Terrain is moderately sloping • Excavation done to secure covering material Area method • For filling land, depressions, disused quarries, clay pits • Refuse: deposited, packed, consolidated in uniform layers up to 2-2.5 m deep • Each layer sealed on exposed surface with mud cover • Sealing: prevents fly, rodent infestation, nuisance of smell, dust Mechanism controlled tipping • Chemical, bacteriological, physiological changes in buried refuse • Temperature : rises 60 degree C within 7 days : kills all pathogens : decomposition • 2-3 weeks to cool down • Complete decomposition: 4-6 months : into an innocuous mass Incineration • Land unavailable • Hospital refuse • Industrialized countries • India : fine ash • Manure Flow diagram- incinerator Composting • Combined disposal of refuse and night soil or sludge • Organic matter breaks down under bacterial action : stable humus like material “ Compost” • CO2, H2O, heat • Heat : 60 degree C : several days – destroys egg, larvae of flies, weeds, pathogens • Compost : few/no pathogens, good soil builder Bangalore Method ( Hot fermentation) • Indian Council of Agricultural Research • Trenches : 90 cm deep • 1.5 to 2 m broad • 4.5 to 10 m long, depends on amount of refuse, night soil • Depths >90 cm : slow decomposition • Location: not less than 800 m from city limits Composting procedure • Layer of refuse : 15 cm thick: at bottom of trench • Over this, night soil : 5cm thick • Alternate layers of refuse and night soil – 15cm: 5cm – till heap rises to 30 cm above ground level • Top layer of refuse : at least 25 cm thick • Heap covered with excavated earth Contd… • Within 7 days : heat generated in compost mass by bacterial action • Heat stays : 2-3 weeks- decomposes refuse and night soil , destroys pathogens • At end of 4-6 months : decomposition is complete , manure formed Mechanical composting ( Aerobic method) • Compost manufactured on large scale by processing raw materials and turning out a finished product • Refuse first cleared : rags, bones, metal, glass, items interfering with grinding • Pulverised : reduce size of particles < 2inches • Pulverised refuse : then mixed with sewage, sludge/ night soil in a rotating machine, incubated Contd… • Completed in 4-6 weeks • Developed countries : Holland, Germany • India : Delhi, Nagpur, Hyderabad, Chennai Pune Manure pits • Rural areas • Thrown around house : soil pollution • Garbage, cattle dung, straw , leaves dumped into manure pits, covered with earth after each days dumping • Two such pits needed : one is close, other use • 5-6 months : converted to manure Diagram – manure pit Burial • Small camps • Trench : excavated • At end of each day: refuse covered with 20- 30 cm earth • When level of trench is 40 cm from ground level : trench filled with earth and compacted, new trench dug out • 4-6 months : contents can be taken out, used in fields. Public education • People : little interest • Pamphlets, newspapers, films Economics and finance • For efficient refuse disposal : heavy capital outlay • Industrialized countries : upto 20% International cooperation • International Solid Wastes and Public Cleansing Association- 1970: improve sanitary services • WHO International Reference Centre : collect, evaluate, spread information Outline • Sewage • Sullage • Health aspects • Composition • Aim of purification • Modern sewage treatment plant • Other methods of sewage treatment Sewage • Waste water- community – solid and liquid excreta, derived from houses, street, factories, industries Sullage • Waste water- no human excreta • Kitchens, bathrooms Amount of sewage depends • Habits of people • Time of day Health aspects • Nuisance, unsightliness, unpleasant odour • Breeding- flies, mosquitoes • Soil pollution, water supply • Food contamination • Increase- enteric, helminthic diseases Composition • 99.9% water • Solids- 0.1%: • Avg adult: 100 gm/ day Aim of purification • Aim: stabilize organic matter- disposed off safely • Convert sewage- EFFLUENT- disposed off-rivers, sea, lands Strength of sewage • BOD: Amt of O2 absorbed by sample –sewagespecified period : 5 days at 20 degree C for aerobic destruction/ use of organic matter by living organisms • More than equal 300: strong • 100: weak • Natural water:1 • Untreated domestic sewage: 100 Decomposition of organic matter • Aerobic process: Most efficient- reduce organic matter Requires continuous supply of O2 Organic matter broken: CO2, water, ammonia, nitrates, nitrites by bacteria action Contd… • Anaerobic process: Sewage highly concentrated, plenty solids Methane, ammonia, CO2, H2 Slower, more complex MODERN SEWAGE TREATMENT PLANT • Purification: action of aerobic, anaerobic bacteria • Primary: solids separated- screening, sedimentation, anaerobic digestion • Secondary: aerobic oxidation Primary treatment • Screening • Grit chamber • Primary sedimentation Screening • Pass through metal screen • Intercepts floating objects- wood pieces, rags, garbage mass, dead animals • Prevent obstruction • Vertical bars • Screenings removed : mechanically, manually, disposed- burial Grit chamber • Long narrow, detention: 30 s- 1min • Allow settlement- heavier solids- sand, gravelpermit organic matter to pass through • Grit: collects at bottom, periodically removed; disposed- dumping Primary sedimentation • Primary sedimentation tank • Rectangular • Sewage- slowly, 6-8 hrs • Purification: sedimentation- suspended matter • 50-70%: settle down- gravity • 30-40% organisms- reduced Contd… • Organic matter settle down: SLUDGEmechanically removed, without disturbing • Microbes- attack- complex organic solids: ammonia • Fat and grease- rise to surface : SCUM: removed time to time , disposed off Secondary treatment • Effluent- contains proportion: organic matter, living organisms • High demand for O2: pollution Trickling filter method Activated sludge process Trickling filter method • Bed of crushed stones • Effluent- sprinkled uniformly on surface of bedby using revolving device • Device: has hollow pipes- each have row of holes • Pipes keep rotating, sprinkling effluent in a thin film on filter Contd… • Over surface and down through filter: complex, biological growth- algae, fungi, protozoa, bacteria: ZOOGLEAL LAYER • Effluent goes through filter: oxidized by bacteria in zoogleal layer • Action: biological; filter-misnomer Contd.. • Advantage: efficient – purifying sewage • Layer: grows, dies • Dead matter sloughs off: break away, washed down filter: HUMUS (light, green flocculent material) • Oxidized sewage: let into secondary sedimentation tanks Activated sludge process • Aeration tank • Effluent from primary sedimention tank mixed sludge drawn from final settling tank: Mixture: aeration- 6- 8 hrs Mechanical agitation Forcing compressed air continuously from bottom aeration tank- DIFFUSE AERATION Contd.. • Organic matter- oxidised to CO2, nitrates, wateraerobic bacteria in activated sludge • Typhoid, cholera organisms destroyed • Let into secondary sedimentation tank • Less space, more skill Sludge digestion • Digestion: Incubated under favourable temp, pH- anearobic auto digestion- complex solids broken into water, CO2, methane, ammonia Volume- reduced 3-4 weeks- sludge digested Residue- inoffensive, manure Sludge digestion tanks Contd.. Sea disposal Land: composting with town refuse Effluent disposal • By dilution: Water sources- rivers, streams- disposal by dilution Effluent dissolved in water, impurities oxidised by dissolved O2 in water • Disposal on land: irrigation purpose Okhla sewage treatment plant Summary Thanks
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