International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395 -0056
Volume: 04 Issue: 03 | Mar -2017
p-ISSN: 2395-0072
www.irjet.net
WATER MANAGEMENT AT PARANDWADI VILLAGE Amit Gaikwad1, Swapnil Waghmare2, Ravi Baser3 , Sunil Gajbar4,, Akshaya Ghalimath5 1Amit
Gaikwad, ICEM, Pune. Waghmare , ICEM, Pune. 3Ravi Baser, ICEM, Pune.
2Swapnil
4Sunil 5
Gajbar, ICEM, Pune.
Professor Akshaya Ghalimath, Dept. Of Civil Engineering, ICEM, Pune, Maharashtra, India.
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Abstract: Water supply is one of the most important sectors in development. Access to water supply is the basic human needs and rights. Worldwide, 71% of the rural population has access to improved water supply. In rural India, 60% of the population has access to improved water supply and in rural Maharashtra, the percentages are 70%.In parandwadi village 80%of people connected to water distribution system. The objective of this study was to assess the water supply system and storm water management in the village of Parandwadi, a rural village in Tal. Maval Dist. Pune, Maharashtra.
By conducting an assessment of determine water supply system. Identify water supply system problems in the village and then propose solutions to improve water supply system. Water supply coverage is defined as the percentage of the population with access to safe (improved) water supplies that provide 130 liters/person/day within one kilometer of the household compound. Population of Parandwadi village in 2000-2001 was 1350 and in 2015-2016 population is 2350. The 90% houses connected with water supply system and 30 % of houses are their own boreholes and well. 1. INTRODUCTION Village parandwadi is situated in Maval Taluka of pune District. Maharashtra. It is situated on Mumbai pune express way. The population as per 2011 census of village is 2350.A water supply scheme designed for population of 1250 souls for design year 2031 is there in the village. There is one supply well of 5 m dia and 10m deep with a switch room of 3m x 3m x 3m size 8HP Submersible pump sets having 20000 LPH discharge and 59m head is installed on the supply well. A PVC 110mm 6kg/sqcm rising main of length 5450m is laid from supply well to existing ESR of capacity 150000 liters and a distribution system of PVC 110mm to 75mm dia length 1385m is laid in the village. This water supply scheme is catering the need of only one half of total village population which is not at all sufficient. Š 2017, IRJET
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Secondly the yield of existing supply well is not sufficient especially in summer season. As the development is very fast and hence a new water supply scheme is urgently needed. Purpose of redesign water distribution system is to achieve daily water demand of every person in the village of parandwadi. Second reason was the water is supplied has a poor treatment before supply in village. Third reason is increase in the number of patients of water bond disease in the village. 2. PROJECT METHODOLOGY 2.1. To Assess The Existing Water Distribution System: A water supply scheme designed for population of 1250 for design year 2020 is there in parandwadi village.This water supply scheme is catering the need of only one half of total village population which is not at all sufficient. Secondly the yield of existing supply well is not sufficient especially in summer season. As the development is very fast and hence a new water supply scheme is urgently needed. 2.2. Visited Existing Water Distribution System Of Parandwadi Village: After deciding the project topic we visited in parandwadi village we had seen whole water distribution system. The starting point the system pawana river to intake well thenusing pump water is pumped to ESR (elevated storage reservoir) then chemicals like chlorine and bleaching powder than distribute to whole village.Maintaining the Integrity of the Specifications. 2.3. Data Collected Of Water Distribution System In this survey we estimated no of houses connected with distribution system. Than we collected information about ESR .capacity of ESR is 150000 lit. PVC pipes of 10 cm to 30
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