Solid and Hazardous Waste Management: MSW, Processing and Landfills, Hazardous Waste and Special Streams
1. Integrated solid waste management, the waste hierarchy and the rules in India
Integrated solid waste management (ISWM) treats generation, storage, collection, transfer and transport, processing and disposal as one system, choosing a combination of methods for each waste stream and judging it on environmental, economic and social grounds together, rather than optimising one stage in isolation. Its ordering principle is the waste hierarchy, from most to least preferred: prevention and reduction at source, reuse, recycling (including composting), recovery of energy, and disposal in a landfill last. Each step down the hierarchy recovers less of the value embodied in the material and leaves more for the environment to absorb. The hierarchy is a default, not a law of nature: a life-cycle comparison can occasionally favour energy recovery over recycling a badly contaminated stream.
In India each waste stream has its own rules, framed under the Environment (Protection) Act, 1986. The Solid Waste Management Rules, 2016 replaced the Municipal Solid Waste (Management and Handling) Rules, 2000, extended responsibility beyond municipal limits to other generators, and required segregation at source into three streams — biodegradable (wet), non-biodegradable (dry) and domestic hazardous waste. Alongside them are the Plastic Waste Management Rules, 2016, the Bio-Medical Waste Management Rules, 2016, the Construction and Demolition Waste Management Rules, 2016, and the Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016; e-waste and batteries have rules of 2022, the E-Waste (Management) Rules, 2022 and the Battery Waste Management Rules, 2022. A thread running through the newer rules is extended producer responsibility (EPR), which makes producers responsible for collecting and processing their products at the end of life.
2. Municipal solid waste: sources, generation, characteristics, collection and transport
Sources of MSW are residential, commercial, institutional, market, street sweeping and construction debris; generation in Indian cities is typically a few hundred grams per person per day, rising with income, and the daily quantity is simply population × per-capita rate. Indian MSW is characteristically rich in wet organic matter and inerts and poor in paper and plastics compared with high-income cities, which gives it a high moisture content and a low calorific value — the central fact behind the difficulties of incinerating it. Characteristics are physical (composition, density, moisture, particle size, field capacity), chemical — the proximate analysis of moisture, volatile matter, fixed carbon and ash, and the ultimate analysis of C, H, O, N, S and ash — and energetic. The moisture content of a mixture is the mass-weighted average of its components’ moisture contents, and the energy content can be estimated from the ultimate analysis by Dulong’s formula, HHV (kJ/kg) = 337C + 1428(H − O/8) + 95S, with C, H, O and S in per cent by mass.
Collection begins with segregated storage at the source and door-to-door collection. Two vehicle systems are compared by the time per trip: in the hauled container system the vehicle carries each full container to the processing site and brings it back empty, which suits large generators such as markets; in the stationary container system the containers stay put and are emptied into a compactor truck that returns only when full, which suits households. Transfer stations are used where the processing or disposal site is far away: small collection vehicles unload into large transfer vehicles, reducing the haul cost per tonne. Routing, crew size and collection frequency are then optimised, and the whole chain is the most expensive part of MSW management — typically well over half its cost.
3. Processing and disposal: biological methods, energy recovery, landfills, and the circular economy
Reuse and material recovery facilities come first, sorting the dry fraction into saleable streams. The wet fraction is treated biologically. Composting is aerobic decomposition to a stable humus: it runs best at a C/N ratio of about 25–30, a moisture of about 50–60%, with aeration by turning or forced air, and a thermophilic phase of about 55–65 °C that kills pathogens and weed seeds. Vermicomposting uses earthworms at lower temperatures. Anaerobic digestion yields biogas and a digestate, and suits wet, homogeneous feed such as kitchen and market waste. Energy recovery treats what cannot be recycled: incineration (mass burning with heat recovery and flue-gas cleaning) needs a waste of adequate calorific value and low moisture; refuse-derived fuel (RDF) is the dry, combustible fraction shredded and densified for co-firing; pyrolysis heats the waste in the absence of oxygen to char, oil and gas; gasification uses a limited supply of oxygen or steam to make a combustible syngas (CO and H₂); plasma arc systems reach very high temperatures. Because Indian MSW is wet and low in calorific value, waste-to-energy plants depend on segregation and pre-drying.
What remains goes to an engineered sanitary landfill, which isolates the waste from groundwater and air: a composite liner of compacted clay (hydraulic conductivity of the order of 10⁻⁷ cm/s or less) and an HDPE geomembrane; a leachate collection layer and drains above it; the waste placed in cells, compacted and covered daily with soil; gas collection wells; and a final cover and cap. Decomposition passes from a short aerobic phase through an acid phase to a long methanogenic phase, in which the gas is roughly half methane and half CO₂. Leachate is estimated from a water balance, the percolation through the cover being precipitation less runoff and evapotranspiration. The landfill volume is the mass per day divided by the compacted density, increased for daily cover, over the design life; the area is that volume divided by the fill depth. Around these technologies sit four system ideas. The circular economy keeps materials in use at their highest value — design for durability, repair and disassembly, reuse and remanufacture, recycling — so that waste becomes an input. Life-cycle energy analysis counts the energy used from extraction to disposal, including the energy embodied in materials, to compare options such as recycling and virgin production. Decentralised renewable systems — household or community biogas plants, compost units, solar driers — process waste close to where it arises. Urban metabolism treats a city like an organism, tracing the flows of water, energy, materials and nutrients into it, their accumulation as stocks, and their release as wastes and emissions, as the basis for closing its loops.
| Process | Oxygen supply | Main products |
|---|---|---|
| Incineration | Excess air | Heat, flue gas, ash |
| Gasification | Limited (sub-stoichiometric) air, oxygen or steam | Syngas (CO, H₂), ash or slag |
| Pyrolysis | None | Char, pyrolysis oil, gas |
4. Hazardous waste: characteristics, fate in the environment, treatment and disposal, and soil contamination
A waste is hazardous if it is ignitable (flammable), corrosive (strongly acidic or alkaline, or corroding steel), reactive (unstable, explosive, or releasing toxic gas with water or acid) or toxic — the ICRT characteristics — or if it appears on a list of hazardous processes and substances. Toxicity for disposal is judged by a leaching test that asks what a landfill leachate would extract from it. It is generated by industries such as chemicals, pharmaceuticals, petroleum refining, electroplating, tanneries and pesticide manufacture, and in households as batteries, paints, solvents and fluorescent lamps. Its fate in the environment depends on the substance: volatile organics escape to air, soluble ones travel with groundwater, and hydrophobic ones sorb to soil organic matter, with a distribution coefficient K_d = f_oc × K_oc. Sorption slows a dissolved contaminant relative to the water by the retardation factor R = 1 + ρ_bK_d/n (ρ_b the dry bulk density, n the porosity), so it moves at v/R; biodegradation, hydrolysis and radioactive decay may remove it along the way.
Treatment is chosen to destroy, detoxify or immobilise: physical (separation, evaporation, air stripping, adsorption), chemical (neutralisation, oxidation–reduction such as reducing Cr(VI) to Cr(III) or oxidising cyanide, precipitation of metals), biological, thermal — incineration at high temperature, judged by the destruction and removal efficiency, DRE = (W_in − W_out)/W_in × 100 for the principal organic hazardous constituent — and stabilisation/solidification with cement or lime to bind metals before disposal. What remains goes to a secure landfill with double composite liners and leak detection between them, usually within a treatment, storage and disposal facility (TSDF). Soil contamination comes from spills, leaking tanks, dumps and disposal of sludges; leaching carries soluble contaminants down through the vadose zone to the water table, where they form a plume that moves with the groundwater. Light non-aqueous liquids (LNAPLs such as petrol) float on the water table; dense ones (DNAPLs such as chlorinated solvents) sink to the aquifer floor and bleed slowly for decades. Remediation includes excavation, pump-and-treat, soil vapour extraction, in-situ bioremediation, permeable reactive barriers and natural attenuation.
5. Biomedical, plastic, energy-sector, construction and demolition, and e-waste
Biomedical waste arises in hospitals, clinics, laboratories and blood banks; only a part of it is infectious, but mixing makes all of it so, which is why the rules begin with segregation at the point of generation into colour-coded containers. Under the Bio-Medical Waste Management Rules, 2016: yellow for anatomical waste, soiled dressings, expired medicines and chemical waste, sent for incineration or other permitted treatment; red for contaminated recyclable items such as tubing, bottles, intravenous sets, catheters, gloves and syringes without needles, which are autoclaved or microwaved and shredded before recycling; white (translucent), puncture-proof containers for sharps; and blue for glassware and metallic body implants. Treatment is at a common bio-medical waste treatment facility.
Plastic waste is durable, light and bulky, so it litters, blocks drains and fragments into microplastics; thermoplastics (PET, HDPE, PVC, LDPE, PP, PS, coded 1–6) can be mechanically recycled if segregated and clean, while multilayered packaging is difficult and goes to co-processing in cement kilns or to energy recovery. Management rests on segregation, EPR for producers and brand owners, restrictions on thin carry bags and specified single-use items, and the phasing out of the least recyclable forms. Waste from the energy sector is a growing stream: end-of-life solar photovoltaic panels (mostly glass and aluminium, with silicon, silver, and lead or cadmium in some types), wind turbine blades of glass- or carbon-fibre composite that are hard to recycle, batteries — lead–acid, with a mature recycling chain, and lithium-ion, carrying lithium, cobalt and nickel and a fire risk — and fly ash from coal-fired power stations, used in cement, bricks and fills. Construction and demolition (C&D) waste — concrete, brick, soil, steel, timber — is heavy and largely inert; it is segregated at site, stored separately, and crushed into recycled aggregate and products. E-waste — discarded computers, phones, appliances — contains valuable metals (copper, gold, silver, palladium) alongside hazardous ones (lead, mercury, cadmium, brominated flame retardants); the danger lies in informal recycling by open burning and acid leaching, so the rules channel it through producers’ EPR to authorised dismantlers and recyclers via collection centres.
| Colour | Waste | Typical treatment |
|---|---|---|
| Yellow | Anatomical, soiled dressings, expired medicines, chemical waste | Incineration or other permitted treatment |
| Red | Contaminated recyclables: tubing, bottles, IV sets, catheters, gloves, syringes without needles | Autoclave or microwave, shred, recycle |
| White (translucent) | Sharps, including needles and blades | Puncture-proof container; autoclave and shred |
| Blue | Glassware and metallic body implants | Disinfection, then recycling |
Key takeaways
- The hierarchy runs prevention, reuse, recycling, recovery, disposal; ISWM optimises the whole chain. India’s rules are stream by stream — SWM, plastic, bio-medical, C&D and hazardous waste (2016), e-waste and batteries (2022) — with segregation at source and EPR.
- Indian MSW is wet, organic-rich and low in calorific value. Moisture is a mass-weighted average; Dulong HHV = 337C + 1428(H − O/8) + 95S kJ/kg; hauled containers suit large generators, stationary containers households.
- Compost at C/N 25–30 and 50–60% moisture; pyrolysis uses no oxygen, gasification a limited supply; landfill volume = mass ÷ compacted density × cover factor × life, area = volume ÷ depth.
- Hazardous means ignitable, corrosive, reactive or toxic; K_d = f_ocK_oc and R = 1 + ρ_bK_d/n slow a plume to v/R; DRE = (W_in − W_out)/W_in × 100.
- Bio-medical waste is colour-coded yellow, red, white and blue; plastics, energy-sector waste, C&D waste and e-waste each need segregation and a recycling route, with EPR for producers.
Practice questions (18)
Attempt each one before opening the answer. Every explanation names the tempting wrong option as well as the right one, because that is where marks are lost.
In the waste management hierarchy, the most preferred option is:
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Answer: A — prevention and reduction at source
The hierarchy runs prevention, reuse, recycling, recovery and disposal, in decreasing order of preference. Waste that is never generated needs no collection, processing or land, which is why reduction sits above even recycling.Which of the following statements about solid waste rules in India are correct?
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Answer: A — The Solid Waste Management Rules, 2016 require segregation at source into biodegradable, non-biodegradable and domestic hazardous waste; B — The waste rules are framed under the Environment (Protection) Act, 1986; C — Extended producer responsibility makes producers responsible for their products at the end of life
(a), (b) and (c) are correct. (d) is false: the 2016 rules replaced the Municipal Solid Waste (Management and Handling) Rules, 2000, and widened their scope beyond municipal areas.A city of 500 000 people generates municipal solid waste at 0.45 kg per person per day. What is the daily quantity, in tonnes?
Numerical answer — type the value.
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Answer: 225
500 000 × 0.45 = 225 000 kg/d = 225 t/d. Dividing by 100 instead of 1000 in converting kg to tonnes is the only trap.A waste is 40% food (moisture 70%), 30% paper (6%), 10% plastics (2%) and 20% other material (10%) by wet mass. What is its overall moisture content, in per cent?
Numerical answer — type the value.
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Answer: 32
Moisture = 0.4 × 70 + 0.3 × 6 + 0.1 × 2 + 0.2 × 10 = 28 + 1.8 + 0.2 + 2 = 32%. The unweighted mean of the four values, 22%, ignores that food dominates the mass.The ultimate analysis of a refuse-derived fuel is C 50%, H 6%, O 36% and S 0.5% by mass. Using Dulong’s formula, HHV (kJ/kg) = 337C + 1428(H − O/8) + 95S with the elements in per cent, what is its higher heating value, in MJ/kg? Give the answer to two decimal places.
Numerical answer — type the value.
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Answer: 19.04
HHV = 337 × 50 + 1428 × (6 − 36/8) + 95 × 0.5 = 16 850 + 1428 × 1.5 + 47.5 = 16 850 + 2142 + 47.5 = 19 039.5 kJ/kg = 19.04 MJ/kg. The term H − O/8 removes the hydrogen already bound to the fuel’s oxygen; using all 6% H overstates it at 25.47 MJ/kg.A large vegetable market generates a high volume of waste at one point. The collection system best suited to it is:
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Answer: A — the hauled container system
A hauled container system carries large containers (skips) whole to the processing site and returns them, which suits a single large generator. Stationary containers emptied into a compactor suit many small generators; weekly collection would let market waste rot; open burning is prohibited and polluting.Material A contains 60% C and 1% N, and material B 30% C and 5% N (dry mass). How many kg of B must be mixed with each kg of A to give a compost feed with a C/N ratio of 30? Give the answer to two decimal places.
Numerical answer — type the value.
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Answer: 0.25
For x kg of B per kg of A: (0.60 + 0.30x)/(0.01 + 0.05x) = 30, so 0.60 + 0.30x = 0.30 + 1.50x, 1.20x = 0.30 and x = 0.25 kg. Check: C = 0.675, N = 0.0225, ratio 30. Averaging the two C/N ratios (60 and 6) cannot give the blend, because the ratio of sums is not the sum of ratios.The thermal process that converts waste into a combustible gas rich in CO and H₂ by supplying only a limited amount of oxygen or steam is:
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Answer: A — gasification
Gasification runs sub-stoichiometric, producing syngas. Pyrolysis uses no oxygen at all and yields char, oil and gas; incineration uses excess air and burns the waste completely; composting is biological, not thermal.Which of the following statements about waste processing concepts are correct?
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Answer: A — A thermophilic composting phase helps destroy pathogens; B — Urban metabolism analyses the flows of materials and energy into and out of a city; C — A circular economy aims to keep materials in use at their highest value
(a), (b) and (c) are correct. (d) is false: water has to be evaporated before the waste burns, so high moisture lowers the net calorific value and can make combustion self-unsustaining without auxiliary fuel.A landfill receives 200 t of waste per day, compacted to 800 kg/m³, and daily cover adds 20% to the volume. What landfill volume is used in a year, in m³?
Numerical answer — type the value.
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Answer: 109500
Daily waste volume = 200 000/800 = 250 m³; with cover, 250 × 1.2 = 300 m³/d; per year 300 × 365 = 109 500 m³. Forgetting the cover gives 91 250 m³ and under-sizes the site by a sixth. Enter it as 109500.The landfill of the previous question (109 500 m³ of fill a year) is to serve for 20 years with an average fill depth of 15 m. What land area is needed, in hectares? Give the answer to one decimal place.
Numerical answer — type the value.
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Answer: 14.6
Total volume = 109 500 × 20 = 2.19 × 10⁶ m³; area = 2.19 × 10⁶/15 = 1.46 × 10⁵ m² = 14.6 ha (1 ha = 10⁴ m²). Buffer zones and access roads would be added to this in practice.Water percolates through the cover of a 5 ha landfill at 0.3 m per year. What volume of leachate is generated per year, in m³?
Numerical answer — type the value.
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Answer: 15000
V = percolation × area = 0.3 × 50 000 = 15 000 m³/yr (5 ha = 50 000 m²). The percolation is what the water balance leaves after runoff and evapotranspiration, which is why a good cap and vegetation cut leachate so effectively. Enter it as 15000.Which of the following are characteristics by which a waste is classed as hazardous?
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Answer: A — Ignitability; B — Corrosivity; D — Reactivity
Ignitability, corrosivity, reactivity and toxicity are the four classical characteristics. Biodegradability is not one: a biodegradable waste is often the least hazardous, while many hazardous organics are persistent.A hazardous-waste incinerator is fed 100 kg/h of a principal organic hazardous constituent and emits 0.008 kg/h of it in the stack gas. What is its destruction and removal efficiency, in per cent? Give the answer to three decimal places.
Numerical answer — type the value.
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Answer: 99.992
DRE = (W_in − W_out)/W_in × 100 = (100 − 0.008)/100 × 100 = 99.992%. So many nines are needed because the residual emission, not the fraction destroyed, is what reaches people.A dissolved organic contaminant has K_oc = 100 L/kg in an aquifer with organic carbon fraction 0.005, dry bulk density 1.6 kg/L and porosity 0.4. The groundwater seepage velocity is 0.3 m/d. How fast does the contaminant front move, in m/d?
Numerical answer — type the value.
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Answer: 0.1
K_d = f_oc × K_oc = 0.005 × 100 = 0.5 L/kg. R = 1 + ρ_bK_d/n = 1 + 1.6 × 0.5/0.4 = 3. The front moves at v/R = 0.3/3 = 0.1 m/d. Multiplying instead of dividing by R (0.9 m/d) would have the contaminant outrun the water that carries it.A chlorinated solvent (a DNAPL) has leaked from a tank into a sandy aquifer. Compared with a petrol (LNAPL) spill, it is more difficult to remediate chiefly because it:
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Answer: A — sinks below the water table to the base of the aquifer and dissolves slowly for decades
Being denser than water, a DNAPL sinks through the saturated zone into pools and ganglia on low-permeability layers, where it cannot be skimmed and dissolves slowly into the passing groundwater, feeding a plume for decades. An LNAPL floats on the water table (option B describes it, wrongly as unreachable) and can be recovered by skimming wells.Under the Bio-Medical Waste Management Rules, 2016, sharps such as needles are collected in:
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Answer: A — white (translucent) puncture-proof containers
Sharps go in white (translucent) puncture-, leak- and tamper-proof containers. Yellow is for anatomical, soiled and chemical waste for incineration; red is for contaminated recyclable plastics such as tubing and syringes without needles; blue is for glassware and metallic implants.Which of the following statements about special waste streams are correct?
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Answer: A — E-waste contains both valuable metals and hazardous substances; B — Composite wind-turbine blades are difficult to recycle; C — C&D waste is largely inert and can be crushed into recycled aggregate
(a), (b) and (c) are correct. (d) is false: open burning of cables and boards releases dioxins, furans and metal fumes, and acid leaching releases toxic effluents — the very hazards the e-waste rules aim to remove by routing it to authorised recyclers.