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Design and Analysis of Water Distribution System Using Solar and Siphon
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 2776 Design and Analysis of Water Distribution System Using Solar and Siphon Humera Khandehi1, Padmaja Shinde2, Fahad Pathan3, D. P. Hipparkar4 1, 2, 3student, Dept. of civil engineering, G.M. Vedak Institute of Technology, Maharashtra, India. 4 Assistant Professor, Dept. of civil engineering, G.M. Vedak Institute of Technology, Maharashtra, India. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – Water is very important to our life. Demand of water is always increasing with growing population. This increasing demand can be fulfilled by designing proper water distribution network based on hydraulic modelling software. In present study water distributionnetworkofKaradregionof Mhasoli is designed which is located at district Satara, State Maharashtra, India. For the design of Mhasoli village water distribution network, study of present population, population of the three decades, daily water demand, flow characteristics and also survey of the village is done with help of digital GPS. Water distribution networkforMhasolivillage isanalyzed and designed with the help of Bentley water-gems software. It is observed if water efficiently supply at every point with required pressure and discharge then it helps to control problems occurring against water consumption. Key Words: Water, population, water-gems, Siphon, Hydraulic. 1. INTRODUCTION Water is most important element on earth there is no alternate of water. On earth 70% water is not used for various purpose like bathing, washing etc.only30%water is used for our purpose, so proper water supply is necessary. To fulfil the water demand of growing population, proper pipe networking is necessary. We know that today’sseveral computer-basedsoftware’s are used for the networking of water distribution system.Inthis project we use water-gems software for design a network and provide sufficient and uniform quantity of water. In this distribution system two methods are used for supplying water by using siphon and solar system. Fig -1: Network modelling through water-gems. 1.1 by using siphon: Siphon is a long-bent pipe which is used to transfer liquid from a reservoir at a higher elevation to another reservoir at a lower level when the two reservoirs are separated by a hill or high-level ground as shown in fig.2. Fig -2: Typical siphon concept. Siphon is used in the following cases: 1. To carry water from one reservoir to another reservoir to another reservoir separated by a hill or ridge. 2. To take out the liquid from a tank which is not having any outlet.
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 2777 3. To empty a channel not provided with any outlet sluice. In this research uses siphon for the case 1. Provided water with different demands and according to the population of Mhasoli village. Fig -3: solar system. 1.3 layout of project: 1.4 Tank capacity: Table -1: capacity of Tank 2. DESIGN OF RISING MAIN: 2.1 Design of Siphon: L=400m, ZA=677m, ZB=673m, ZA to summit distance, l=253m, Height at summit =15m D=400mm F=0.005; According to Bernoulis’s equation, Where, L= Length of Siphon, D= Diameter of Siphon, F= Friction Factor, Now, 10.33+ 4+0=10.33+0+0+hf ……… ( = =0, =0), Detailing of Tank Capacity Unit Total demand 328185 Liter Frequency of filling water 2 Time RCC tank capacity 164092.5 Liter G.L of tank 680 m Diameter of tank 2.7 m Height of tank 3 m 1.2 By using solar system:
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 2778 V=1.98m/s Now, , Q=248.8 L/s, Now applying Bernoulli’s equation at summit, Table -2: summary of siphon D V Q Pc/ Pc 110 1.04 9.88 -7.26 71.22*103 200 1.4 43 -8.76 85.93*103 250 1.56 76.5 -7.30 71.61*103 300 1.71 248.8 -7.33 71.90*103 400 1.98 120.87 -30.14 295.73*103 2.2 Design of Solar: Table -3: summary of solar Description Numbers Units Diameter of pipe 120 Mm Velocity 1 m/s discharge 0.0113 m3/s Horse power 5 K.W. Power 3.7 K.W. No. of solar panels 5 No. Cost 69,750 Rs. 3. CONCLUSIONS Water hydraulic software is an extremely powerful adopted to serve the intended purpose of this project work. The work has been designed as per guidelines and references of Indian government, by the use of water hydraulic software, the time is less required for analysing and design of networking. The conclusion drawn based onthe resultsobtained are presented further: Hydraulic programming estimatesthevelocity,headloss, diameter of pipes, discharge and the main network. According to 50 years of population forecasting the average population is 2431, and the required total demand is 3,28,185 Litre. Table 6.1 represents the summary of siphon, it is found that with the decreasing in the diameter of pipe discharge also decreases, so forthesuitabledischargewe provide 200mm diameter for designing of siphon. Table 6.2 represents summary of solar,itisfoundthatfor 5Hp power it required 5no.s of 200watt panels. ACKNOWLEDGEMENT We would like to express our sincere gratitude to our project guide and Head of Department Asst. Prof. Hipparkar D. P. for giving us the opportunity to work on this topic it would never be possible for us to complete this project without their precious guidance and their relevance support and encouragement. His interest in my work and appreciate of our efforts provide me with the constant motivation needed to achieve goal. We are also thankful to all faculty members and classmates for the support and motivation during this work.
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 2779 REFERENCES [1] Simeshawaran pillai L & T (2020), Design of pipeline distribution network, Water resources department Maharashtra valley development corporation government of Maharashtra. [2] Ekisha Sharma, Nawa RajKhatiwada (2019),Design of micro water supply system using solar energy, International Journal of Advanced Research. [3] Dr. R.K.Bansal, (2018),Fluid Mechanics And Hydraulic Machines.(Book) [4] Amarjit Singh, Narendra Kumar (2017), “Guidelines for planning and design of piped irrigation network (Govt. of India)”, Guidelines of design and planning of piped irrigation system part 1. [5] Arjun Kumar, Kankesh Kumar, Bharanidharan B, Neha Matial, Eshita Dey, Mahan Singh, Vivek Thakur, Sarit Sharma, Neeraj Malhotra, (2015), Design of Water DistributionSystemUsingEPANET, International Journal of Advanced Research. [6] Dr. G. Venkata ramana, Ch. V.S.S. Sudheer, B. rajashekhar, (2015), Network analysis of water distribution system in rural areas using EPANET, 13TH computer control for water industry conference. [7] “Designing of Water Distribution System in A Site Development Project Using Water Gems”, (General Information of Micro-Station Integration)”, 2014 [8] Maharashtra Jeevan Pradhikaram (MJP), 2012, “basic of water supply system” [9] S K Garg, Water supply engineering, (Book)
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