 Journal of Environmental Protection, 2011, 2, 399-407 doi: 10.4236/jep.2011.24045 Published Online June 2011 (http://www.SciRP.org/journal/jep) Copyright © 2011 SciRes. JEP 399 Assessment of Methane Flux from Municipal Solid Waste (MSW) Landfill Areas of Delhi, India Manju Rawat, AL. Ramanathan School of Environmental Sciences, Jawaharlal Nehru University, New Delhi, India. Email: mrawat@yahoo.com, alrjnu@gmail.com Received March 21st, 2011; April 27th, 2011; May 18th, 2011. ABSTRACT Carbon dioxide, methane and nitrous oxide are the major Greenhouse Gases (GHG’s), which emit from landfill areas and contribute significantly to global warming. Moreover, that the global warming potential of methane is 21 times higher than that of carbon dioxide and it has highest generation (60%) than other gases. Therefore, there is immense concern for its abatement or utilization from landfill areas. Compared to the west, the composition of municipal solid waste (MSW) in developing countries has higher (40% - 60%) organic waste. This would have potential to emit higher GHG’s from per ton of MSW compared to developed world. Beside that landfills areas in India are not planned or en- gineered generally low lying open areas, where MSW is indiscriminate disposed. This leads to uncontrolled emission of trace gases, foul s mell, bird menace, ground and surface water pollution etc. Due to scarcity of land in big cities, mu- nicipal authorities are using same landfill for nearly 10 - 20 years. Hence, the possibility of anaerobic emission of GHG’s further increases. In the present paper we had quantified the methane emission from three MSW landfill areas of Delhi i.e., Gazipur, Bhalswa and Okhla. The results showed that the range of methane emission various in winter from 12.94 to 58.41 and in Summer from 82.69 - 293 mg/m2/h in these landfill ar eas. The paper has also reviewed the literature on methane emission from India and the status of landfill a reas in India. Keywords: Landfill, Municipal Solid Waste, GHG Emission, India 1. Introduction Due to fast economic growth in developing countries, there is tremendous increase in Municipal Solid Waste (MSW) generation in the last few decades. The MSW generation in India has increased from 6 million tons/ year in 1947 to 48 million tons/year in 1997, with per capita increase of 1% - 1.33% per year [1]. According to CPCB [2] and IIR reports [3], the annual MSW genera- tion in India ranges between 40 -55 million tons/year and this figure could be 270 million tons in 2047 (Figure 1). The cumulative land requirement for MSW disposal was 10 Km2 in 1997 and estimated to be 75 Km2 by 2007 (assuming 80% collection) [4] and would be 1400 Km2 by 2047 [5]. Figure 2 is showing the world scenario of MSW disposal. In India, the municipalities need to follow “Municipal Solid Waste (Management and Handling) Rules 2000”, under the Environmental Protection Act (EPA) 1986, according to these rules it is mandatory to use sound and sustainable practices for management of MSW [6]. These rules have been divided into four Schedules, I-IV. The Schedule I has the Implementation schedule for setting up landfill areas, Schedule II is about the improved tech- niques for the management of MSW, Schedule III is about specification for the MSW landfill sites- layering, capturing of GHG’s, collection of leachates etc., and Schedule IV is about the MSW compost standards, Figure 1. Trend of MSW generation in India. Source: Singhal nd Pandey [5]. a
 Assessment of Methane Flux from Municipal Solid Waste (MSW) Landfill Areas of Delhi, India 400 Figure 2. The World scenario of MSW generation (million tons/year). Source: Wang and Nie [7], World Bank [8]. treated leachates and Incineration of MSW. But still compliance to these rules is not evident. Globally too, landfill has been used for many years as a most economic method of refuse disposal. On the global scale approximately 653 0 billion tones of waste is land filled [9,10]. The organic componen t in landfill mu- nicipal refuse results in GHG emission via microbial decomposition by anaerobic condition. The average com- position of landfill gases is 50% methan e and 45% carbon dioxide, 5% Nitrogen gas, <1% hydrogen sulphide and 2700 ppmv non-methane organic compounds (NMOCs) such as trichloroethylene, benzene, and vinyl chloride [11,12]. Due to an increase in population and subsequently in- crease in waste generation, landfills could become a ma- jor source of atmospheric methane [13]. Methane, at its current atmospheric concentration of 1.7 ppmv, accounts for about 15% of the anthropogenic greenhouse effect and concentration is on the increase [14,15]. Global methane emissions from landfill are estimated to increase app. 30 million tons every year. Most of this landfill methane currently comes from developed countries, where the levels of waste generation per capita are high. It is reported that solid waste disposal is the landfill is the main emitter of methane in the atmosphere around 80% [16]. Generally, 50% of carbon emissions in the landfills are transformed into methane [17]. It has been reported that 13% of landfill emission or 36.7 Tg/year of methane is emitted from municipal solid waste landfills in the World [12]. Other reports said that the global projection of methane flux from landfill areas would be 63 - 93 Tg/year by 2050 [18], which will be due to population growth and subsequently increase in waste dumping in landfills. Some author’s had tried to evaluate the accu- racy of methane inventories in India [19]. In India, the MSW management (collection, storage, transportation, processing and disposal) has been done by municipal authorities in cities and by local bod ies in rural areas. The MSW management scenario is more severe in Indian metro cities, where with large population growth, MSW generation rate is increasing but waste manage- ment strategies are not in pace with it. Like any other country, in India too landfill remains the most popular method of disposal of MSW as landfill is more economic way of disposal of waste. The present scenario is such that landfills in metro cities have been used for almost 15-20 years and there is big mountain of MSW in it (Table 1). Scarcity of land in the cities and awareness among the citizens (NIMBY) made it difficult to find new landfill sites. At present, Environmental Impact Assessment (EIA) has become compulsory to construct any waste processing and landf ill area in India. Therefore, the planned landfill sites, methane gas utilization and reusing material has made compulsory in India. After 5 - 10 days from MSW management scenario might be better. At present, the GHG emission from insecure landfills remains the big issue for MSW management in India. Landfill gas release represents physical (explosion), chemical (substances in ambient or indoor air or odor), and quality of life public health concerns for those who live near or work in landfill. Indiscriminate land filling leads to deterioration of water quality in neighborhood areas. This has adverse health impacts on people living nearby landfill and they are in the constant fear of exp lo- Copyright © 2011 SciRes. JEP
 Assessment of Methane Flux from Municipal Solid Waste (MSW) Landfill Areas of Delhi, India401 sion of accumulated methane g as. The methane gas utili- zation as an energy resource is not well studied and prac- tice in India. Whereas, large number of studies are available in western countries on landfill gas utilization as renewable energy source. It has been reported that there are around 955 energy recovery landfills in the world and maximum are in United States, 325 nos. [12]. Approximately, 26 - 27 million tons/year of MSW in US have been utilized for converting waste to energy. Some other studies are on improvement in emission of GHG from landfills and its utilization in electricity generation [20-22]. The GHG emission from landfill areas in India has come into focus in last ten to twelve years and there is more number of studies on methane emission from land- fill areas. In 1980 and 1990’s, the GHG emission from Paddy field remained the main research area of study. The earliest studies reported on landfill improvement and GHG’s was by Shekdar et al. [23] and Bhide [24]. Bhide [24] had reported total methane flux from Indian cities as 0.33 Tg/year. Recently, there are few studies reported on CO2 and N2O emission from landfills. Among them, there are some studies on field experiments and many others are theoretical estimation using various calcula- tions methods. In the present study an attempt has been made to calculate the methane flux from three lanfill ar- eas of Delhi i.e., Gazipur landfill area (GLA), Okhla Landfill area (OLA) and Bhalswa landfill area (BLA), which is one of the highly populated city if India (Table 2). This study has also reviewed the research work done on GHG emission from landfill areas in India. 2. Mechanism of Formation of Methane Emission from Landfill Areas The various Landfill gases viz., carbon dioxide, methane and nitrous oxide are produced primarily produce by Table 1. Status of landfill sites in some million plus cities of India. S. No Name of city (No. of landfill sites) Area of landfill (ha) Life of landfill in Years/New site proposed S. No.Name of City (No. of landfill sites) Area of landfill (ha) Life of landfill in Years/New site proposed 1 Indore (1) 59.50 -/No 22 Itanagar (1) - -/No 2 Bhopal (1) - -/No 23 Surat (1) 200.00 -/No 3 Dhanbad (3) - -/No 24 Rajkot (2) 1.20 -/Yes 4 Ranchi (1) 15.00 -/No 25 Pune (1) - -/No 5 Bhubaneshwar (4) - -/Yes 26 Simla (1) 0.60 -/No 6 Ahmedabad (1) 84.00 30/Yes 27 Madurai (1) 48.60 35/No 7 Nashik (1) 34.40 15/No 28 Jaipur (3) 31.40 - /No 8 Bangalore (2) 40.70 -/No 29 Kochi (1) - -/No 9 Agartala (1) 6.80 14/yes 30 Coimbato (2) 292.00 -/No 10 Agra (1) 1.50 30/No 31 Chandigarh (1) 18.00 -/No 11 Allahabad (2) - -/ No 32 Thiruvananthp uram (1) 12.15 - / No 12 Faridabad (3) 2.40 -/No 33 Panjim (1) 1.20 30/No 13 Lucknow (1) 1.40 3/Yes 34 Hyderabad (1) 121.50 -/No 14 Meerut (2) 14.20 -/No 35 Gangtok (1) 2.80 -/No 15 Visakhapattnam (1) 40.50 25/No 36 Varanasi (1) 2.00 -/Yes 16 Dehradun (1) 4.50 -/Yes 37 Kanpur (1) 27.00 -/No 17 Guwahati (1) 13.20 -/No 38 Port Blair (1) 0.20 6/Yes 18 Amritsar (1) - -/Yes 39 Srinagar(1) 30.40 -/No 19 Delhi (3) 66.40 -/No 40 Greater Mumbai (3) 140.00 -/No 20 Kolkata (1) 24.70 35/Yes 41 Jammu (1) - 10/Yes 21 Chennai (2) 465.50 24/17/No 42 Chennai (2) 465.50 24/17/No Source: CPCB-NEERI [25], -data not available. Copyright © 2011 SciRes. JEP
 Assessment of Methane Flux from Municipal Solid Waste (MSW) Landfill Areas of Delhi, India 402 Table 2. Showing three landfill sites of Delhi with their present scenario. Name Location Area (hectares) Start year Waste received (Tpd) Zones supplying waste Bhalswa North Delhi 21.06 1993 2200 Civil Lines, Karol Bagh, Rohini, Narela, Najaf garh and West Gazipur East Delhi 29.16 1984 2000 Shahdara (South), Shahdara (North), City, Sadar Paharganj, and NDMC Okhla South Delhi 16.2 1994 1200 Central, Najafgarh, South and Cant onment Board bacterial decomposition of organic waste. Methane has 21 times more Global Warming Potential (GWP) then the carbon dioxide. Atmospheric methane concentration has more then doubled during the last 100 years and continues to rise. This h as been estimated that more then 10% of global anthropogenic source of methane is from MSW landfills [26]. Methane: Methane is produced in large quantity in landfills, as a consequence of the degradation of organic matter under anaerobic conditions [27]. Landfills often accept waste over a 20 - 30 years period, so waste in a landfill may be undergoing seve ral phases of decomposi- tion. This means that older waste in one area might be in a different phase of decomposition than more recently buried waste in another area. It escapes from landfills either directly to the atmosphere or by diffusion through the cover soil. Methane in landfill area results from the metabolic activities of a small and highly specific bacte- rial group. The bacteria metabolise glucose, amino acids and fatty acids to organic acids (primarily acetic and propionic) and carbon dioxide, hydrogen gas, ammonia gas, nitrogen g as and wat er [11]. 1. Complex organic matter------Soluble molecules 2. Acetogenesis C6H12O6 -------- C2H5OH + CH3COOH + 2CO2 + 2H2 3. Methanogenesis 2CH3COOH ---------- CH4 +CO2 4. This process also involves red uction of: CO2 + 8H ---------- CH4 + 2H2O The process invol v es breakdown of acetic acid as: CH3COOH -------- -- CH4 +CO2 This process also involves redu ction of: CO2 + 8H ---------- CH4 + 2H2O 3. Conditions Affect Landfill Gas Production The rate and volume of landfill gas pro du ced at a sp ecific site depends on the characteristics of the waste (e.g., composition and age of the refuse) and a number of environmental factors (e.g., the presence of oxygen in the landfill, moisture content, and temperature). The waste composition—The more organic waste present in a landfill, the more landfill gases is produced by the bacteria decomposition [28]. The more chemicals disposed of in the landfill, the more likely NMOCs and other gases will be produced either through volatilization or chemical reactions [12]. The Age of refuse—Generally, more recently buried waste (i.e., waste buried less than 10 years) produces more landfill gas through bacterial decomposition, volatilization, and chemical reactions than does older waste (buried more than 10 years). Peak gas production usually occurs from 5 to 7 years after the waste is buried. Kumar et al. [29], noticed the highest methane emission using modified triangular method (MTM) in 5 - 6 years old landfill. pH of waste—At pH 6.8-7.4 and at higher moisture contents, the methane emission in landfill areas reported to be high [28]. Ladapo and Bariaz [30], had reported pH near to neutral as good for methanogenesis as observed by them for landfill areas. The Moisture content—The presence of moisture (unsaturated conditions) in a landfill increases gas production because it encourages bacterial decomposition. Moisture may also promote chemical reactions that produce gases [18,20,29]. The Temperature—As the landfill's temperature rises, bacterial activity increases, resulting in increased gas production [29]. Increased temperature may also increase rates of volatilization and chemical reactions. The in- crease in methane flux at day time when temperature is 30˚C - 40˚C, it is an optimum temperature and an impor- tant factor for the production of methane [18,24]. 4. Methane emission from Indian landfills The total methane flux from landfill areas of Indian cities was reported as 0.33 Tg/year [24]. Whereas, most of the study done on landfills in India are on characterization, quantification and management practices of solid waste, not on emission of landfill gases and their utilization. Garg et al. [31] had mentioned in their study that 10% of methane emission is from waste sector of all. They had estimated that the total CO 2, CH4 and N2O emission from India from all sectors was as 778.00, 18.00 and 0.30 Tg in 1995 and in 1990 it was 592.5, 17.00 and 0.2 Tg re- Copyright © 2011 SciRes. JEP
 Assessment of Methane Flux from Municipal Solid Waste (MSW) Landfill Areas of Delhi, India403 spectively. They compounded the annual growth rate (CAGR) from India as 6.3, 1.2 and 3.3% for CO2, CH4 and N2O respectively. They further stated that MSW disposal by urban population generates 0.045 Kg meth- ane per kg waste [32]. According to Garg et al. [31], the methane emission in 1990 was 4.9 kg/capita/year and increased to 5.7 kg/capita/year in 1995. The total meth- ane emission from Indian landfill calculated by them was 1.8 Tg/year in 1995. Bhattacharya and Mitra [33] reported methane emis- sion from MSW in India was 0.56 Tg in 1990 and 0.93 Tg in 2000. Mor et al. [34] had estimated the methane emission from Gazipur landfill area of Delhi using first order decay model as 15.3 Gg/year. They have further estimated the methane generation from Indian landfills as 1.25 - 1.68 Tg/year. Similarly, Kumar et al. [29] esti- mated the methane emission from Okhla landfill area of Delhi by using modified triangular method (MTM) as 14.0 Gg for 2000-2001 and by field experiments as 1.8 Gg per year. The GHG emission calculated from the waste by Sharma et al. [35] as 1003 Gg of methane, 7 Gg of N2O and total CO2 equivalent emission as 23,233 Gg per year from India in 1994. They had also done preliminary es- timation as 14,133 and 28,637 Gg CO2 equivalent emis- sion in 1990 and 2000 respectively. The CAGR calcu- lated by them from waste as 7.3% (1994-2000). The methane emission by open dumping and improper land filling of MSW contribute to 3% - 19% of the anthropogenic sources in the world [36]. Talyan et al. [36], had used systemic dynamics modeling approach for projected the methane emission would be 254 Gg/year by 2025 from MSW of Delhi. They further anticipated that future methane emission can unlikely to increase due to intervention of policy proposed like energy recovery from waste treatment and disposal. Gupta et al. [37], had proposed the setting up of Bioreactor landfill for MSW disposal in Delhi. This approach could reduce the greenhouse effect from landfill gases. The other study has estimated the methane generation in India at present around 10 Tg/year and by 2047 would be 39 Tg/year (Figure 3). Figure 3. Trend of methane generation in Indian. Source: Singhal and Pandey [6]. option has been not well utilized from landfill areas. Be- side that efforts have not been put to gain, Carbon Emis- sion Reduction (CER) points under CDM benefits, from sustainable waste management practices in India. This could be a way to generate finances for sustainable man- agement of MSW in India. 5. Materials and Method Methane samples were collected from three landfill areas of Delhi, twice in December 2008 and in June 2009. These samples were analysed using Flame Ionization Detector (FID) of Gas Chromotograph. 5.1. Collection of Methane Methane standard of 108 ppvm, EDT, London, UK was used for the analysis of methane in collected samples. Methane gas was collected using ‘Close Chamber’ tech- nique. The gas was collected, stored and transported in a number of vials and sealed immediately after collection. Triplicates from every sampling site were taken. The Perspex chamber inserted had a base of 12'' × 12'' × 3'' and chamber of 12'' × 12'' × 18'' dimensions. The Per- spex chamber was embedded in the landfills a few hours in advance to ensure that the ambient soil environment was maintained. The gas collected in the chamber was transferred to the sampling vials by displacement of wa- ter. The sample was collected at regular intervals of one hour started from the time the chamber was placed dur- ing the course of the day. The landfills temperature at 5 cm depth and atmospheric temperature were also con- tinuously monitored. The gas samples were analysed using Porapak Q column by FID of Gas Chromatograph (GC). Temperature in soil and atmosphere was measured by pre-calibrated thermometer. This is clear from the research work done in India on GHG from landfill areas is that the most of the studies are concentrated on bigger cities or metro-cities. The Table 1 shows that there are 59, million plus cities in India and they all have 1-2 landfill areas. There is need to estimate the GHG emission in smaller cities too, which are developing in very fast speed. The methane emission estimated in most of the studies ranges from 0.33 - 1.80 Tg per year, nitrous oxide as 7 Gg per year [35] and total carbon dioxide equivalent as 38.2 Tg per year from MSW of India [31]. The energy or electricity generation 5.2. Quantification of Methane The methane flux is measured using GC- FID, and cal- culated by the fo rmula give n i n [2 7, 38]. Copyright © 2011 SciRes. JEP
 Assessment of Methane Flux from Municipal Solid Waste (MSW) Landfill Areas of Delhi, India Copyright © 2011 SciRes. JEP 404 6. Results and Discussion The result for the samples analysed for methane is given in Table 3 and Figure 4. The winter samples had showed lower concentration of methane emission then the summer samples collected from three landfill areas of Delhi, India. This fact is well known that organic components in MSW decompose faster in summer the winter and optimum temperature for methane emission is 30˚C - 40˚C. The highest methane emission has been reported in GLA of Delhi (293 mg/m2/h) in summer samples at 3 pm, when the atmos- pheric temperature was around 45˚C, followed by 264 mg/m2/h in summer samples of BLA and 260 mg/m2/h in summer sample of OLA. The reason for higher methane release from GLA might be due to presence large quantity of slaughter house waste. Winter samples were collected from 11 pm on words in day time. In winter’s, the highest emission has been observed in OLA as 58 mg/m2/h at 3 pm and the lowest in winter at Bhalswa landfill area as 13 mg/m2/h at 5pm in evening, when the atmospheric temperature was around 4˚C - 5˚C. The total duration for a day samples was 5 hours starting from, 10 am to 5 pm in a day time. Monitoring has been done twice in each summer season and winter season. The similar results were reported on landfill methane emission by different authors like Jha et al. [39], and Ankolar et al. [40]. They had estimated methane emis- sion flux range as 1- 433mg/m2/h from two landfill areas of Chennai and 0.273 -1.659 mg/m2/sec from Pune land- fill areas in India, respectively. Quantity of methane emission reported world wide from MSW landfill areas is as, 0.54 - 320 mg/m2/h by Börjesson and Svensson [18], from landfill areas in Sweden and Chen et al. [41] quantified the methane emission from the closed landfill site of 8.8 - 163 mg/m2/h for landfill area of Taiwan. Similar, findings were reported by Bogner and Matthews [42] for landfill methane emission. The total major area covered by the selected three landfill areas is given in Table 1. Taking methane emis- sion average of both seasons the total methane flux cal- culated for Gazipur, Bhalswa and Okhla landfill areas were calculated as 0.24, 0.16 and 0.14 Gg/year respect- tively [38]. Rawat et al. [27], had reported the methane emission from six landfill areas i.e., Perungudi (Chennai); Dapha (Kolkata); Okhla (Delhi); KCDC (Bangalore); Pirana (Ahmedabad) and Doran landfill area (Dehradun) of India as 0.21 Tg/year. As stated earlier that similar results were estimated by Bhattacharya and Mitra [33], reported methane emission from MSW in India was 0.56 Tg (1990) and 0.93 Tg (2000). Similarly, Mor et al. [34], estimated the methane emission from Gazipur landfill area of Delhi using first order decay model as 15.3 Gg/year and further estimation for all Indian landfills as 1.25 - 1.68 Tg/year. Houghton et al. [43], suggested that the soils are con- sidered as a significant sink for atmospheric methane. They also reported that landfill covered with smaller soil particles are important for attenuating fluxes of methane and transforming methane to carbon dioxide, by means of methane oxidation. 7. Conclusions The total methane flux calculated for three landfill areas of Delhi (Gazipur, Bhalswa and Okhla) is as 0.54 Gg/year, which is relatively in higher side as compare to the total methane emission estimated fro m MSW landfill sites in India i.e., from 0.30 - 1.8 Tg per year. This could be that Delhi’s MSW generation is higher then the other cities and most of the waste goes without segregation to landfills. With the growing population, the generation of solid waste has increased many folds. There is need to initiate mitigation steps for decreasing GHG emission from landfill areas. It can be done in first place by re- ducing the dumping of organic materials in landfills, Table 3. Showing methane emission from landfill areas in mg/m2/h. Okhla landfill Area Gazipur landfill Area Bhalsawa landfill Area Time (hour) Winter Summer Time (hour) Winter Summer Time (hour) Winter Summer 11 0 0 11 0 0 11 0 0 12 20.585 163.675 12 32.29 114.785 12 17.91 109.825 13 28.7623 161.55 13 29.715 162.255 13 28.315 126.83 14 37.71 145.96 14 45.52 123.29 14 50.89 168.635 15 58.41 260.035 15 39.68 293.335 15 37.265 263.58 16 43.965 134.625 16 23.2 180.68 16 19.685 138.165 17 30.26 140.29 17 14.79 152.31 17 12.94 82.685
 Assessment of Methane Flux from Municipal Solid Waste (MSW) Landfill Areas of Delhi, India405 Figure 4. Showing methane emission (winter and summer) from landfill areas of Delhi. which is possible by segregating organic component from solid waste, which can be effectively used for mak- ing compost. Secondly, there is need to construct a planned landfill site, from where GHG from landfill can be trapped and used as green energy source, as practiced in most of the developed countries. 8. Acknowledgements Authors are thankful to the Department of Science and Technology (DST), Government of India for the finan- cial support to carry out this research work. REFERENCES [1] K. J. Rao and M. V. Shantaram, “Soil and Water Pollu- tion Due to Open Landfills,” Proceedings of sustainable landfill management workshop, 3-5 December 2003, Chennai, pp. 27-38. [2] CPCB (Central Pollution Control Board), Management of Municipal Solid Wastes, 2005. Details available at <http://cpcb.nic.in/pcpdiv_plan4.htm>, last accessed on 5 July 2006. [3] IIR (India Infrastructure Report), Urban Infrastructure New Delhi, Oxford University Press, Oxford, 2006. Copyright © 2011 SciRes. JEP
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