Bachelorarbeit, 2016
73 Seiten, Note: 1.0
5. Introduction
6. Review of Literature
7. Review of Literature Historical Background
8. Review of Literature Technical Overview
9. Satellite Imagery Kalyani Town
10. Field Visit
11. Satellite Imagery Kalyani STP
12. Summary & Conclusion
The primary objective of this project is to assess the current performance and operational status of the Sewage Treatment Plant (STP) located in Kalyani, West Bengal. By conducting a detailed field visit and collecting data on parameters such as plant capacity, treatment methods, and effluent quality, the project aims to evaluate the effectiveness of the ongoing technological upgrades and compare the facility's performance against national standards.
Technical Overview
The sewer systems can be of three types, namely sanitary, storm and combined sewer system. Sanitary sewer systems usually carry waste water from household bathroom and kitchens and commercial establishments. Storm sewers carry mainly rain water during monsoon seasons. A combined sewer system is one which carries both storm water and waste water in the same pipe (Fig. 2.2) [44].
The pipe which carries the waste water in a separate sewer system is referred to as foul sewer. In a combined system sewer, the waste water is diluted by the storm overflow and thus has a lesser concentration than the waste water carried by a separate sewer system. Waste water treatment plant which collect waste water from combined system must make provisions for storage of excess water during storm events in vessels called storm tanks [9]. This excess storm water flow defines to a great extent the necessary hydraulic capacity of the waste water treatment plant [10].
However, wastewater can also be defined in details as a combination of one or more of:
• domestic effluent consisting of black water (excreta, urine and fecal sludge) and grey water (kitchen and bathing wastewater);
• wastewater as a result of commercial activities, and public health services like nursing homes and hospitals;
• industrial effluent, storm water and other urban run-off;
• agricultural, horticultural and pisciculture sewage, either, whether dissolved or as suspended solids [11]
Introduction: This chapter provides an overview of the growing urbanization in India and the subsequent challenges regarding infrastructure, sewage generation, and fresh water scarcity.
Review of Literature: This section details the chemical properties of water, the historical evolution of sewer systems, and the technical principles governing various waste water treatment methods.
Satellite Imagery Kalyani Town: This section provides visual documentation and geographical context of the Kalyani municipal area serving as the catchment zone for the treatment plant.
Field Visit: This chapter presents the observations and data gathered during the onsite inspection of the sewage treatment facilities in Kalyani.
Satellite Imagery Kalyani STP: This chapter includes specific aerial documentation of the sewage treatment plant infrastructure.
Summary & Conclusion: This final section compiles the collected performance data and provides a concluding analysis on the plant's operational effectiveness and the need for future developments.
Sewage Treatment Plant, Kalyani, Wastewater Management, Activated Sludge Process, Trickling Filters, Waste Stabilization Ponds, BOD, COD, Water Pollution, Infrastructure, Environmental Engineering, Sludge Dewatering, Nutrient Removal, Sustainable Sanitation, Urban Hydrology.
The project focuses on a technical appraisal of the sewage treatment plant situated in Kalyani, West Bengal, evaluating its operational capacity and the quality of treated effluent.
Key themes include urban sewage generation, the history of sanitation technologies, performance evaluation of conventional vs. traditional treatment methods, and the environmental impact of untreated waste.
The objective is to collect onsite performance data from the Kalyani STP and assess how current technological retrofitting improves the plant's efficiency in meeting environmental discharge standards.
The project utilized field observations, performance parameter measurements (BOD, COD, TSS, etc.), and comparative analysis against national regulatory standards.
The main body covers the theoretical background of wastewater treatment, the classification of sewage, detailed technical descriptions of the Kalyani STP's unit processes, and quantitative data on treatment efficiency.
The work is characterized by terms such as Wastewater Management, Kalyani STP, Sewage Treatment, BOD, COD, and Environmental Sustainability.
The plant uses a split chamber to divide influent sewage into two streams: one for the Trickling Filter (conventional) system and one for the Waste Stabilization Ponds (traditional) system.
The sludge pond serves as a tertiary treatment area where microorganisms degrade remaining bacteria, contributing to a significant reduction in BOD levels before the final discharge.
The influent stream is observed to have low organic material content (low BOD levels), which indicates that the plant is currently operating below its design capacity.
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