Analysis and Design of Continuous Water Distribution System against Existing Intermittent Distribution System for Selected Area in Pandharpur, M.S., INDIA

Laxman Netaji Kawathe; Akshay Rajan Thorvat

doi:10.29333/aquademia/9136

Analysis and Design of Continuous Water Distribution System against Existing Intermittent Distribution System for Selected Area in Pandharpur, M.S., INDIA

Laxman Netaji Kawathe ¹ ^* , Akshay Rajan Thorvat ¹

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¹ Department of Environmental Engineering, Kolhapur Institute of Technology’s College of Engineering (Autonomous), Kolhapur, Maharashtra, INDIA
^* Corresponding Author

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Research Article

Aquademia, 2020 - Volume 4 Issue 2, Article No: ep20028
https://doi.org/10.29333/aquademia/9136

Published Online: 04 Nov 2020

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APA 6th edition

In-text citation: (Kawathe & Thorvat, 2020)
Reference: Kawathe, L. N., & Thorvat, A. R. (2020). Analysis and Design of Continuous Water Distribution System against Existing Intermittent Distribution System for Selected Area in Pandharpur, M.S., INDIA. Aquademia, 4(2), ep20028. https://doi.org/10.29333/aquademia/9136

Vancouver

In-text citation: (1), (2), (3), etc.
Reference: Kawathe LN, Thorvat AR. Analysis and Design of Continuous Water Distribution System against Existing Intermittent Distribution System for Selected Area in Pandharpur, M.S., INDIA. AQUADEMIA. 2020;4(2):ep20028. https://doi.org/10.29333/aquademia/9136

AMA 10th edition

In-text citation: (1), (2), (3), etc.
Reference: Kawathe LN, Thorvat AR. Analysis and Design of Continuous Water Distribution System against Existing Intermittent Distribution System for Selected Area in Pandharpur, M.S., INDIA. AQUADEMIA. 2020;4(2), ep20028. https://doi.org/10.29333/aquademia/9136

Chicago

In-text citation: (Kawathe and Thorvat, 2020)
Reference: Kawathe, Laxman Netaji, and Akshay Rajan Thorvat. "Analysis and Design of Continuous Water Distribution System against Existing Intermittent Distribution System for Selected Area in Pandharpur, M.S., INDIA". Aquademia 2020 4 no. 2 (2020): ep20028. https://doi.org/10.29333/aquademia/9136

Harvard

In-text citation: (Kawathe and Thorvat, 2020)
Reference: Kawathe, L. N., and Thorvat, A. R. (2020). Analysis and Design of Continuous Water Distribution System against Existing Intermittent Distribution System for Selected Area in Pandharpur, M.S., INDIA. Aquademia, 4(2), ep20028. https://doi.org/10.29333/aquademia/9136

MLA

In-text citation: (Kawathe and Thorvat, 2020)
Reference: Kawathe, Laxman Netaji et al. "Analysis and Design of Continuous Water Distribution System against Existing Intermittent Distribution System for Selected Area in Pandharpur, M.S., INDIA". Aquademia, vol. 4, no. 2, 2020, ep20028. https://doi.org/10.29333/aquademia/9136

ABSTRACT

In infrastructural development the public drinking water distribution network which includes pipes, bents, valves, pumps, tanks etc. is one of the major investments. The design, modeling of distribution network with efficient outcome is an important task. Therefore, the present study is aimed at design of continuous as well as intermittent water distribution systems with adequate water pressure with the use of WaterGEMS Vi8 software. The study is carried out for Manisha Nagar and Padmavati in Pandharpur, Maharashtra. The system comprised of a pipeline network consisting of one source node and several demand nodes is considered to find its optimal geometrical layout which delivers known demands from source to consumers over a long period of time. The effect of forecasted resident population and floating population on demand, head loss gradient, pressure gradient is analyzed. This study is carried out for immediate stage - Year 2021, intermediate stage - Year 2036 and final stage - Year 2051. From the analysis it is observed that, as population increases from year 2021 to 2051, the demand, head loss gradient and pressure development increases.

KEYWORDS

floating population gross demand hydraulic model optimal geometrical layout population forecasting water distribution network

REFERENCES

Central Public Health and Environmental Engineering Organization (CPHEEO) (1999). Manual on water supply and treatment, Government of India.
Cubillo, F., & Pérez, P. (2014). Water distribution system risk assessment method. Procedia Engineering, 89, 355-362. https://doi.org/10.1016/j.proeng.2014.11.199
Dahasahasra, S. V. (2007). A model for transforming an intermittent into a 24× 7 water supply system. Geospatial today, 2007(8), 34-39.
Laxman, K. R. (2016). A Geographical Analysis of Horticulture in Solapur District (Doctor of Philosophy), Solapur University, Solapur.
Pathan, S. S., & Kahalekar, U. J. (2015). Optimal Design of Water Distribution Network by Using WaterGEMS. International Journal of Pure and Applied Research in Engineering and Technology, 3(8), 308-19.
Punmia, B. C., Jain, A., & Jain, A. (1995). Water Supply Engineering, Laxmi Publications (P) Ltd., New Delhi.
Rajeshwari, R., & Kumar, D. B. M. (2014). Evaluation of Intermittent Water Supply System and Design of 24x7 for a residential area in Mysore, Karnataka, India. International Journal of Informative and Futuristic Research, 1(11), 163-173.
Urban Water II (2014). Retrieved from www.witpress.com

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