Authors: Sharad Chaudhary
DOI Link: https://doi.org/10.22214/ijraset.2022.47342
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The management of municipal solid waste (MSW) is one of the key environmental issues facing Indian cities, mostly as a result of the country\'s growing industrialisation and urbanisation. According to numerous studies, open dumps and landfills are used to dispose of around 90% of solid waste in an improper manner. Pollutants can escape a poorly constructed landfill in a number of ways. Leachate can escape from a landfill or dumpsite and contaminate groundwater and surface water if the soil above or below it is porous. Therefore, In this paper an attempt is made to characterize the leachate produced by municipal solid waste dumping site of Ghazipur, New Delhi which is located at Latitude: 28° 37\' 30.8784\". Longitude: 77° 19\' 40.764\" near the Delhi-UP border. In this investigation, about 12 leachate parameters were identified. Three sample sites at the bottom of the landfill, spaced 7 metres apart, were used to characterise the leachate samples. All of the leachate samples had an acidic pH value ranging from 6.24 to 6.88, it is discovered. All of the sample’s conductivity and total dissolved solids ranged from 567 to 1945 S/cm and 513 to 1289 ppm respectively. Similar dissolved ions such chloride, calcium, sodium, nitrate, and potassium were found in the leachate sample. The majority of the ions were discovered to be above the standards-permitted level. The present study concludes that characterization of landfill leachate is important to identify the most critical pollutants present in the leachate and thereby to introduce suitable and applicable technologies such as in-situ impermeable barriers etc.
I. INTRODUCTION
One of India's biggest environmental issues is the management of municipal solid waste (MSW). Rapid urbanisation and population expansion in emerging nations are the causes of the increased pace of MSW creation. Solid waste management practises frequently involve the open dumping of solid trash. In India, roughly 0.15 million tonnes of MSW are produced each day. Only 5% of the entire amount of municipal garbage collected gets composted; on average, 94% is dumped on land. In India, MSW is produced on average at a rate of 0.35 to 0.60 kg per person each day. (Rathod. M., et al., 2013) Leachates produced during the first five years of garbage deposition on landfills have a pH range of 3.7–6.5, which is indicative of the presence of carboxylic acids and bicarbonate ions. The leachates eventually become neutral or hardly alkaline (pH 7.0-7.6). Organic matter (both biodegradable and not), inorganic contaminants, and hazardous substances make up landfill leachate (Umar. M., et al., 2010). Since the composition of landfill leachate varies from site to site, landfill leachate characterization is essential for having a suitable treatment plant. Due to variances in waste composition, precipitation, moisture content, climatic fluctuations, site hydrology, waste compaction, leachate interaction with the environment, etc., landfill leachate composition varies over time and from site to site (Umar. M., et al., 2010). Due to the increased capacity of landfills and lower cost compared to other waste management approaches, the dumping of solid waste in open or waste landfilling continues to be the most popular and cheapest method of disposing of MSW. Waste goes through a range of physical, chemical, and microbial changes once it is dumped in landfills. Leachate is a contaminated liquid that seeps from the bottom of solid waste and contains suspended particles as well as soluble organic and inorganic substances. Leachate may contaminate surface water and ground water resources by seeping through landfill liners and subsoil. (Peter. K., et al., 2002).
II. MATERIAL AND METHODS
The study area of Ghazipur landfill New Delhi is located at which was established in 1984, spans 70 acres. The landfill site had risen 65 metres in height as of 2019. The national capital generated 10,990 tonnes per day (TPD) of municipal solid waste (MSW) in April 2021 on an average. The leachate samples were characterized by collecting twelve samples, collected from three different site at the bottom of landfill at a distance of 7 m on monthly interval i.e., April, July and September.
III. SAMPLE COLLECTION AND PRESERVATION
The standard procedure was followed when collecting the leachate sample. Leachate samples were collected in glass bottles for chemical analysis, while BOD and COD samples were maintained in plastic bottles covered with aluminium foil. (Naveen, B.P., et al., 2014). Leachate samples were collected for analysis, and to preserve the samples, a few drops of strong nitric acid were applied. In cooler boxes kept at a temperature below 5° C, the samples were then delivered right away to the lab. Before beginning the analysis, the leachate sample was kept in a refrigerator at 4 degrees Celsius. The testing of water and waste water is conducted in accordance with industry standards.
The characteristics of the leachate collected from the Ghazipur Landfill site are displayed in Table No. 3. Three separate locations' leachate samples were used to calculate the various pollutant values, which are tabulated. The observed results are compared to the desired drinking water quality limit set forth in IS 10500-2012. The majority of the leachate's parameters are found to be over the desired level in Table No. 2, which suggests that the landfill site's release of leachate could potentially contaminate surrounding water sources.
IV. RESULT AND DISCUSSION
1) The Ghazipur New Delhi dump is an un-engineered open dump. They lack a leachate collecting and treatment mechanism as well as a bottom liner. As a result, all of the leachate produced finds a way to enter the environment. 2) To determine the site\'s potential for pollution, leachate samples from the area were collected and subjected to various physico-chemical analyses. It has been determined that the leachate sample contains several elements in excess of what is allowed. Before being released, the leachate samples would require an adequate treatment method to reduce the contaminants to a low level. 3) Leachate should not percolate into the subsurface, hence engineered landfill sites should be equipped with an impermeable liner and drainage system at the base of the dump. 4) The present study concludes that characterization of landfill leachate of Ghazipur New Delhi is important to identify the most critical pollutants present in the leachate.
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Copyright © 2022 Sharad Chaudhary. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Authors : Sharad Chaudhary
Paper Id : IJRASET47342
Publish Date : 2022-11-06
ISSN : 2321-9653
Publisher Name : IJRASET
DOI Link : Click Here