International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 11 Issue: 04 | Apr 2024
p-ISSN: 2395-0072
www.irjet.net
Segregation Techniques for a Municipal Dump Site at Parakadavu; Based on its Quantity, Composition and Effect on Water Dr. Anoop C K1, Soumya Rani P Thomas2, Brinta K Jose3, George K Alosius4 Lakshmi J Nair5, Soya Joshy6 1Professor, Dept. of Civil Engineering, Viswajyothi College of Engineering and Technology,
Vazhakulam, Kerala, India
2Assistant Professor, Dept. of Civil Engineering, Viswajyothi College of Engineering and Technology, Vazhakulam,
Kerala, India
3,4,5,6Student, Dept. of Civil Engineering, Viswajyothi College of Engineering and Technology,
Vazhakulam, Kerala, India ---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Proper municipal solid waste management has
comprehensive segregation strategies integrated into waste management systems, communities can achieve more sustainable practices, thereby contributing to a healthier and more environmentally friendly future.
become a challenge, not only due to environmental and aesthetic consideration, but also due to the massive amounts of municipal solid waste (MSW) generated every day. This paper deals with the detailed study of dump site at Parakadavu, which is located at Thodupuzha municipality, in Idukki district, Kerala. This paper involves the determination of composition of MSW in dump yard, its effect on surrounding water sources, and the method to dispose the legacy waste from the dumping yard. Several water quality tests were conducted by collecting samples from nearby wells. Parameters such as pH, acidity, alkalinity, chloride, iron, conductivity, turbidity, total dissolved solids were examined to assess water quality. The total quantity of waste in dump yard is determined using total station. Based on the study conducted a proper segregation technique is formulated which involves the usage of trommel, and magnetic separator to segregate the waste and to make the dump site cleared
1.1 Objectives To study the characteristics and to determine the composition of waste in dumpsite To study the effect of dumpsite on local surrounding water sources To determine the quantity of waste and to formulate a segregation technique for dump site
2. METHODOLOGY Study of Dump Site
Key Words: dump site, composition, water quality tests, segregation techniques, Refuse Derived Fuel (RDF)
Determination of Composition
1.INTRODUCTION
Calculation of quantity of waste and formulation of segregation techniques
Water Sample Testing
Effective waste management at dumping sites, such as the one located in Parakadavu within Thodupuzha municipality, is essential to mitigate environmental degradation and safeguard public health. Accumulated solid waste over time poses significant risks of contamination and health hazards. Conducting waste characterization studies is imperative to understand the composition of waste and its potential impact. Through methods like hand segregation, samples are analysed to determine the percentage of each waste component for further assessment. Additionally, assessing the water quality of nearby water resources is crucial to evaluate pollution levels and potential hazards. Various tests and evaluations are conducted to ascertain the extent of contamination and its effects on human health. Proposed segregation techniques aim to prevent further contamination of water resources. By implementing
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3. STUDY OF DUMP SITE The dump site is located at Parakadavu, in Thodupuzha municipality, Idukki district, Kerala. This region has a climatic profile that includes heavy rainfall, high humidity and a relatively constant temperature (23-32 degree Celsius) throughout the year. The dumpsite occupies a total area of 1.26 acres, with 80 cents of this space filled with dumps. For the last 40 years Thodupuzha municipality's solid waste has been deposited in the dumping yard at Parakadavu. The waste is dumped from ground level to maximum height of 15.28 m.
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