DESIGN OF SOFTWARE BASED WATER DISTRIBUTION SYSTEM FOR A VILLAGE

International Research Journal of Engineering and Technology (IRJET) e-ISSN:2395-0056

Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN:2395-0072

DESIGN OF SOFTWARE BASED WATER DISTRIBUTION SYSTEM FOR A VILLAGE

Er. Saurabh S. Joshi1, Er. Pramod K.Jadhav2, Dr. A V. Shivapur3 , Er. Monali DineshVardam4

1,2Assistant Professor, Department of Civil & Environmental Engineering, KITs College of Engineering (Autonomous), Kolhapur, Maharashtra, India

3Professor, Department of Civil Engineering, VTU Belgavi

4Research Scholar, Department Environmental Engineering, KITs College of Engineering (Autonomous), Kolhapur, Maharashtra, India ***

Abstract:-

The sustenance of life depends on water, a fundamental ingredient. With a matching rise in population, the demand for water is continuously rising. This constant demand can be met by creating effective water distribution networks based on cutting-edge computing technologies, including contemporary hydraulic modelling. In the current study, the Ratnappa Kumbhar Nagar region of Morewadi grampanchayat's, Kolhapur district Maharashtra state, India of water distribution network is constructed. The current population, the population during the previous three decades, the daily water demand, flow characteristics, as well as a survey of the study area using digital GPS, are all taken into consideration while designing the water distribution network for Ratnappa Kumbhar Nagar. Using Bentley's WATERGEMS programme, the communities' water distribution network is evaluated and created. network for distributing water effective software for design of water distribution system for Ratnappa Kumbhar Nagar. Water distribution system here is designed to provide each individual customer with water that is sufficient in quantity, quality, and pressure from a source and to tackle the situation of intermittent water supply and also with the goal of achieving 24x7 water supply with enough water pressure to meet demand.

1. Introduction:-

Alllivingthingsrequirewater,anditiscrucialforthesocioeconomicdevelopmentofanation.Awaterdistributionnetworkis acrucialpieceofinfrastructureforwatersupply.Forthecurrentstudyofthedesignofthewaterdistributionnetworkforthe Ratnappa KumbharNagar, Kolhapur is regardedasa developing neighbourhood. Ratnappa Kumbhar nagar isconsidered to the most ancient housing society area of Asia makes a lot of efforts in development of living standards of Kolhapur. A significantcomponentofitisthedeliveryofwater.Everycitizenreceivesenoughqualityservicesatthelowestpossiblecost, yetthequantityisinsufficient.Accordingtooursurveyandstatisticsfromofficialorganisations,theamountofwatergivento consumers is insufficient The locality Ratnappa Kumbhar Nagar falls in Kolhapur district situated in Maharashtra State situatedata heightof563 metersabove meansea level and 16°65’Northlatitudeand74°24’Eastlongitude.Itcomprisesof seven sub-housing societies, consisting of 200-225 residential plots each and 20-30 commercial plots. It was founded in the year1969andisconsideredasAsia’slargesthousingsociety,thepopulationofR.KNagararea isaround10500.Presentlythis area is served by municipal water supply (that comprises 5% of total water supply) and Maharashtra Jeevan Pradhikaran (MJP)watersupply(which comprisesof95%ofthetotalwatersupply)onalternatedayswhichhasleadto reliabilityofthe peopleon bore waterwhich mayleadto problemslike groundwater depletionand healthissuesaskidneystoneamong the peoplelivingthelocality

1.2 Objective of study:-

1.2.1Tostudythewaterrequirementoftheareaincontextwithlivingstandards

1.2.2Toinvestigateanydeficienciesinpresentwaterdistributionsystemtosatisfyperdaydemand

International Research Journal of Engineering and Technology (IRJET) e-ISSN:2395-0056

Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN:2395-0072

The area selected for this project is Ratnappa Kumbhar Nagar (R.K Nagar), Kolhapur. The locality Ratnappa Kumbhar Nagar falls in Kolhapur district situated in Maharashtra State situated at a height of 563 meters above mean sea level and 16°65’ Northlatitudeand74°24’Eastlongitude Figure 1:-Study Area

The area selected for study is decided after considering the water distribution problem i.e.; intermittent water supply. RatnappaKumbharNagar,Kolhapuristhestudyarea. 3.2) DataCollection:-

Obtaininggoogleimageoftheselectedarea,Waterusesurvey,Currentpopulation,Generallayoutmap,currentwatersupply details,existingwaterdistributionlayoutmap,Elevationofwaterdistributionnodalpointsetc.

International Research Journal of Engineering and Technology (IRJET) e-ISSN:2395-0056

Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN:2395-0072

Populationforecastingofthearea,Waterqualitytestsofcurrentwatersupply(tapwaterandgroundwater). 34)Studyofsuitablesoftware:Thesoftwareavailablefordesigningwaterdistributionsystemarestudied todeterminethesuitablesoftware. 35) Preparationofnecessarymaps 3.6)Designingasuitablewaterdistributionsystemfor24x7watersupply.

4.Watergems:-

Many have characterized Geographic Information Systems (GIS) as one of the most powerful of all information technologies becauseitfocusesonintegratingknowledgefrommultiplesourcesandcreatesacrosscuttingenvironmentforcollaboration. GIS is a system for the management, analysis, and display of geographic knowledge, which is represented using a series of information sets. GIS can be used to organize the data for usage in water distribution networks design, and analysis. In addition, GIS is used as a tool for number of created applications for network management; such as identifying valves to be closed in case of pipe break, service area for treatment plants, and network skeletonization. Finally, GIS is used to provide graphical display of results obtained from both hydraulic simulation, and optimization models; linking tabular data with geographiclocations,andgraphicaldrawing.

International Research Journal of Engineering and Technology (IRJET) e-ISSN:2395-0056

Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN:2395-0072

International Research Journal of Engineering and Technology (IRJET) e-ISSN:2395-0056

Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN:2395-0072

Figure 5 :- Pressure Profile

Conclusion:-

The purpose of the study wastodesign a 24x7software based water distribution system for R K Nagararea,Inthis studyit wasobservedthatthepresentwatersupplyfortheareaisnotsatisfactoryintermsofquantityandhencebyconsideringthe present water demand of R K Nagar area it has become essential to install a new water distribution network, In order to achieve this requirement the proposed network is designed and should be effectively implemented to meet the water requirementoftheareawithadequatepressure

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