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A CASE STUDY OF BANAWADI VILLAGE OPTIMUM DESIGN AND ESTIMATION OF SEWER NETWORK
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1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2373 A CASE STUDY OF BANAWADI VILLAGE OPTIMUM DESIGN AND ESTIMATION OF SEWER NETWORK Prasen A. Waghmare1, Amarsinh B. Landage2 1M.Tech Scholar, Construction Management, Government College of Engineering Karad, Maharashtra – 415124, India 2Assistant Professor, Department of Civil Engineering, Government College of Engineering Karad, Maharashtra – 415124, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Residential wastewater contains perched, colloidal, and dissolved organic and inert detritus, and village infrastructure, particularly the water supply and sewerage system, is essential for rural, household, and industrial activity. In a rural setting, wastewater management is a crucial concern for gram panchayats. If gram panchayat wastewater is not properly collected, processed, and disposed of, the environmental consequences are severe. Many settlements lack adequate drainage systems. All residential wastewater is now discharged into open drains or open spaces near homes. As a result, sterility issues have emerged, prompting many villages to design a plan to collect manure underground. Key Words: Wastewater, colloidal, Grampanchayat, sewer, underground, sterile, drainage, network, GIS, and GPS. 1. INTRODUCTION Sewerage networks, strictly speaking, keep people and civilization sane and civilized. It is made up of several sewer lines that meet at a large sewer line's intersection. As a result, it is unquestionably a crucial building for urban demands and proper sewage treatment [1]. Waste collected from the community should be transported to a discarding facility without affecting health issues. The village sewerage system provides the necessary infrastructure for transporting wastewater to a sewage treatment plant. Individuals, commercial, and industrial establishments all generate wastewater, which is collected. The treated wastewater is eventually released back into the environment. From the source to the wastewater treatment facility, effluent can be conveyed via gravity, vacuum, or pressure sewer systems. The minimum velocity, minimum slope, diameter, and peak flow parameters are all factors to consider. For better sewerage system design, total station and remote sensing techniques such as GIS and GPS can be used [2]. Banwadi Gram Panchayat has a population of 5183 people, according to the 2011 census. Now, in the year 2022, the population is estimated to be approximately 17000 people. Water use is 1550000 litres per day. The Krishna River is the source of water, and there is a Jack well there. Waste Water Disposal There is no provision for wastewater disposal. Hence, the objectives of this research are to design an efficient waste water collection system for the development of Banwadi village, and its implementation on a map is done with the help of ArcGIS software, and also estimate and cost the sewerage network system in order to provide a feasible budget for the village. Figure 1.Study Area Map
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2374 2. METHODOLOGY I. Population data: To collect the population data from respective government agencies like Grampanchayat, Nagar Parishad, etc. Table1: Population of Banawadi Village II. Population forecasting: From the collection of data, we calculate the population forecast of 4 to 5 decades of a respective village or town by using various population forecasting methods Formula: - Pn = Po (1+r)n P2011 = 5183, P2021 = 17000, r = 2.27 Pn = Po (1+r)n P2051 = 5183 (1+2.27)3 = 181227 III. Ground data: To find out the reduced levels of the study area by using GPS for calculating slope, excavation, quantity, etc. IV. Design of sewer network: With the help of population forecasting data and ground data designing of sewer network will be done. a. Hydraulic design equation For the design of sewer lines and the determination of sewer diameter. We are using Manning’s equation which is given V = 1/n. R2/3. S1/2 b. Design of storm drain The quantity of storm water runoff is calculated using the Rational Formula given Q = 10 C i A c. Calculation Calculations for main sewer line Table 2: Description of values Description Values Design life 30 years Per capita sewage flow 80% of the water supply rate Peak factor 2.25 Manning’s coefficient 0.013 Shape of sewer Circular Design calculation of the sewer network Water supply = 18122.7 m3 /day Waste water = 0.1119 m3/sec Total Discharge = 0.1129 m3/sec Main line: Peak discharge = 0.2528 m3/sec Q = 0.2612 m3/sec By using Manning’s equation v = 1.1276 m/s < 3m/s (scouring velocity) Hence OKAY vmin = 0.6924 m/s 0.6924 m/s > 0.6 m/s (self-cleansing velocity) Hence OK. d. Storm drain calculation Main line: q = 10.c.i.A = 0.021 m3/s vmin = 1.05 m/s >0.6 m/s Decade Population 1991-2000 4115 2000-2011 5183 2011-2021 16923
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2375 V. Estimation of sewer line: Estimate of the total cost of the sewer line network. We calculated RL by using GPS essential software and by using this we found out the ordinates of points and used them to find out earthwork by using Simpson’s 1/3 rd rule. The ordinates are as follows, O0 = 3, O1 = 3, O2 = 2.79, O3 = 3. O4= 3.3, O5= 1.12, O6= 1.67 O7= 1.45, O8= 0.22, O9= 2 Area = 1953 m2 VI. Mapping of sewerage network Figure 2. Mapping of Banawadi village A GPS essential app is used to create way points. Each point was taken at a 100 m interval and every change in connection point. By using ArcGIS 10.3 for mapping and also to help with the drawing of contour maps. 3. Result and Discussion According to the data collected from Grampanchayat the current population of the Banawadi Village is 16923. As Banawadi is a Young and developing area the method which is most suitable for forecasting the population is Geometrical Increase Method, this method also gives the highest value of the population. The forecasted population for the next 30 years is 181227. The factor used for calculation of design discharge is 2.25 and the calculated design discharge is 19572.5m3/day. Diameter range is 230mm to 600m. Table 3: Flow of Sewer Line Line Discharge (cu.m/sec) Peak Disch- -arge (cu.m/s ec) Veloci- -ty (m/s) Qmin (m/s) Vmin (m/s) Main 0.1129 0.2528 - - - Main line1 0.2612 0.2528 1.1276 0.1441 0.6924 Table 4: Storm Drainage Line Q(cu.m/sec) Qmin(m/s) Vmin(m/s) Main line 0.021 0.333 1.05 Table 5: Costing of Sewer Drainage Network Sr. No Line Cost I Main Line Rs.3454610 4. CONCLUSIONS The design diameter range for the town is between 230 mm to 600 mm.There has been an increase in the population and a corresponding increase in the panchayats limits. The area under the development has been considered in this study for catering to the need of providing safe sanitation to the present and the projected population. The design discharge for the design of the sewer line is taken as 19572.51 m3 / day. There are 4 wards in the village and the estimated cost for each ward is around 7 lakhs and the estimated cost for the main sewer line is around 30 lakhs.
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2376 REFERENCES Basal, V. K. (2011). Use of GIS and topology in the identification and resolution of space conflicts. Journal of Computing in Civil Engineering, 25(2), 159-171. Charalambous, C., & Elimam, A. A. (1990). Heuristic design of sewer networks. Journal of environmental engineering, 116(6), 1181-1199. Crawford, D., & Hung, M. C. (2015). Implementing a Utility Geographic Information System for Water, Sewer, and Electric: Case Study of City of Calhoun, Georgia. Journal of the Urban & Regional Information Systems Association, 26(1). Fellers, J. (2013). Implementing a Geographic Information System for a Rural Water and Sewer Company: A Case Study of the Newberry County Water and Sewer Authority: A Thesis Presented to the Department of Humanities and Social Sciences in Candidacy for the Degree of Master of Science (Doctoral dissertation, Northwest Missouri State University). Garg, S. K. (2005), Sewage Disposal and Air Pollution Engineering, Khanna Publisher, Delhi. Gopal S. and Sarkar R. (2009), “Study of Water Supply & Sanitation Practices in India using Geographic Information Systems: Some Design & Other Considerations in a Village Setting”. Indian J Med Res, (129), 233-241. Gorani, M. A. and Jordan, E. (2012). “Location Optimization of Wastewater Treatment Plants Using GIS: A Case Study in Umm”. Annual Conference of Postgraduate Studies and Scientific Research, (1), 125 – 131. Greene, R., Agbenowosi, N. and Loganathan, G. V. (1999). “GIS-based approach to sewer system design”. Journal Environmental Engineering, (125), 36-57. Haile M. G. (2009), “GIS-Based Estimation of Sewer Properties from Urban Surface Information”. Mair M. and Sitzenfrei R. (2012), “GIS-Based Applications of Sensitivity Analysis for Sewer Models”. Water Science and Technology, IWA Publisher, 1215- 1222. Marinaki M. and Papageorgiou M. (1997), “Central Flow Control in Sewer Networks”. Journal of Water Resources Planning and Management, (123), 274-283. Patil, M. R., & Bhosale, S. M. (2019). Design and Mapping of Underground Sewerage Network using GIS & GPS-A Review Paper. Patil, J. A., & Kulkarni, S. S. (2012). Design and mapping of underground sewerage network in GIS, a case study of Islampur Town. Int J Sci Res, 3(8), 2319-7064. MUIR, R. GIS applications in urban drainage master planning. Manual on Sewerage and Sewage Treatment (Second Edition), Central Public Health and Environmental Engineering Organization, Ministry of Urban Development, New Delhi March1993 Peavy, H. S., Rowe, D. R. and Tchobanoglons, G. (1985), Environmental Engineering, McGraw-Hill International. [18]Rangwala, S. C Zhao, Y. W., Qin, Y. (2009). “GIS-based optimization for the locations of sewage treatment plants and sewage outfalls – A case study of Nansha District in Guangzhou City, China”. Communications in Nonlinear Science and Numerical Simulation, (14), 1746-1757. Swamee, P. K. (2001). “Design of Sewer Line”. Journal Environmental Engineering, (127), 776-781 Sudha, J., Prasad, N., & Prashanth, K. (2020). An evaluation and analysis of a sewerage system for Tondiarpet, Chennai-A case study. Materials Today: Proceedings. De Villiers, N., Van Rooyen, G. C., & Middendorf, M. (2017). Sewer network design: Heuristic algorithm for hydraulic optimization. Journal of the South African Institution of Civil Engineering, 59(3), 48-56. Chofreh, A. G., Goni, F. A., Zeinalnezhad, M., Navidar, S., Shayestehzadeh, H., & Klemeš, J. J. (2019). Value chain mapping of the water and sewage treatment to contribute to sustainability. Journal of environmental management, 239, 38-47. BIOGRAPHIES Mr. Prasen A. Waghmare PG scholar (M.Tech-Construction Management), Civil Engineering Department, Government College of Engineering Karad, Maharashtra India Prof.Amarsinh B. Landage Assistant Professor, Civil Engineering, Government College of Engineering Karad, Maharashtra India
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