SURVEYING AND DESIGNING OF WATER DISTRIBUTION LINE AND ESR

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

SURVEYING AND DESIGNING OF WATER DISTRIBUTION LINE AND

ESR

1PG Student, Department of Civil Engineering G H Raisoni university, Amravati 444 701, India

2Professor, Department of Civil Engineering G H Raisoni university, Amravati 444 701, India ***

Abstract Surveyingisdefinedastheprofessionorwork ofexaminingandrecordingtheareaandfeaturesofapiece oflandsoastoconstructamap,plan,ordetaileddescription ofit.TheplanninganddesignofallCivilEngineeringprojects suchasconstructionofhighways,bridges,tunnels,damsetc., arebaseduponsurveyingmeasurements.

The basic function of a water distribution system is totransport the water from the treatment facility to the customer.Inaddition,distributionsystemsmayalsoprovide storage,aswellasprovideflowandpressureadequatefor fireprotectionandforthatwehavetodosurvey.Withthe helpofthedata,wegetfromsurveyingwecandeterminethe diameterofpipeline,amountofpowerneededtosupplythe water and storage capacity of ESR (Elevated Surface Reservoir).

1. INTRODUCTION

Civil surveying is an engineering operation that involves assessingandrecordingdetailsaboutanareaofland.These observations can then be used to help plan construction projects. The knowledge of surveying is advantageous in manyphasesofengineering.Surveyingisofvitalimportance inanyengineeringproject.Andsurveyplaysaroletodecide thecapacityofESR,withthehelpofthisinformationwecan designthestructureonthesoftware.

Figure 1.1 SurveyMap

Figure 1.2 Waterdistributionnetwork

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

Volume: 09 Issue: 06 | Jun 2022 www.irjet.net p ISSN: 2395 0072

1.1 Aim: - TodesignthewaterdistributionlineAndE.S.R. withthehelpofthedataacquiredfromsurvey.

1.2

Methodology:

At first, we have to collect some information of the town/village,likethepopulation,cattlecount,schools andotherfacilitieswhichrequireswater,becausethis information will be used to understand the water demandoftown/village.

1.3 Designing the structure of ESR on Staad Pro software:



Proponentsmustprovidethecitywiththeexpected average day, maximum day, and peak hour water demandfortheproposeddevelopment.

Fig. 1.3 Providefixedsupport



All assumptions must be explicitly stated and properlydocumented.



Water demand calculations must be stamped and signed by a Professional Engineer licensed to practiceintheProvinceofManitoba.



Allunitsmustbeinmetric;waterflowsmustbein L/s.

1. With the help of levels, we can determine the ground projectionandthatwillbealsousedtodesigntheheight ofE.S.Rwillbeplaced.

2. Here we will take an example of ESR which can be designedwiththehelpofSTAAD PRO.

3. Designingasfollows: 

If1personuses100lit.waterperday, Thereare2000peopleinthevillage. 

So, the water requirement is 2,00,000 lit. per day. 

We will design the ESR which hascapacity of 2,00,000lit.

Fig. 1.4 Providethicknesstothemembers

1.4 Now we have to apply the load cases which will be acting on the structure. The number of loads is as follows: 

Deadload 

Hydrostaticload  Seismicload 

Windload



Volume of water tank = 3.14*4*4*4 = 200.96Cum

Where,

Radiusofwatertank=4m h=4m.

1.5 Now we will define the seismic load as per IS 1983 2002/2005,thenwindloadshouldbeconsideredand theintensitycanbeprovided.

1.6 Thenweshallconsiderdeadload,whichareself weight, memberloadandfluidloadorwaterpressure.

1.7 Thewaterpressurewill beactingontheplatesofthe structureso,wewillprovideminimumandmaximum waterpressureonit.

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

1.8 Providingminimumandmaximumwaterpressureonit.

1.9 Deflectioncanbeshownduetothewindload.

1.12 DesignfortheconcretemodelusingIS456.

1.10 Bending moment diagram as well as shear force diagram.

1.13 Concretedesignofbeamresults.

1.11 Absolute pressure for the tank in the presence of deadload.

1.14 Concretedesignofcolumnresults.

1.15 Thefinalrenderedresultof2,00,00litcapacityESR.

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

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4. "City,S&WBHostPreviewofNewWaterTowersat Carrollton Water Plant".City of New Orleans. 25 May2017.Retrieved20October2019.

5. Drinkingwaterdistributionsystems:assessingand reducing risks. National Academies Press. 2006.ISBN978 0 309 10306 0. Retrieved6 October2019

6. "WaterDistributionNetworksCE370"(PDF) King Fahd University of Petroleum and Minerals. Retrieved6October2019.

7. Bhave,PramodR.;Gupta,Rajesh(2006).Analysisof water distribution networks. Alpha Science International.p.4.ISBN9781842653593.

1.16 Thenwestarttakinglevelsofwholevillagewiththe nodingtechnique,whichcoversthepathofdistribution line

5. RESULTS



Withthehelpoftheinformation,wehavegotfrom surveyinganddesigningofwaterdistributionline, weareabletodesignastructureofESR(Elevated SurfaceReservoir).

8. Organization,WorldHealth(2014).Watersafetyin distributionsystems(PDF) ISBN9789241548892 Retrieved7October2019

9. "Water Distribution". Britannica Encyclopedia. Retrieved6October2019

10. "Good old earthen pots, with a modern touch".Thehindu.com. 29 April 2014. Retrieved8 September2018



Branchsoftwareisverydependablewhenitcomes todesignandcalculatewaterdistributionlineand ESRrespectively.

^ "AñoNuevoWaterTank" CaliforniaStateParks Retrieved2019 07 12.



And AutoCAD can show the results which was calculatedbytheBranchsoftware.

11. S. K. Jangave et al., (2014). “STRUCTURAL ASSESSMENT OF CIRCULAR OVERHEAD WATER TANKBASEDONFRAMESTAGINGSUBJECTEDTO SEISMICLOADING”.Researchgate,July2014.



Atlast,byusingalltheinformationwecandesign thestructureofESR.

CONCLUSION

1) Surveyingplay’simportantroleindesigningofwater distributionlineandESR,aswellasAutoCAD,STAAD ProandBRANCHsoftwareprovidessuccessfuldesigns andsolutions.

REFERENCES

1. 1) Saikia; etal. (30 Oct 2010).Surveying. PHI Learning.ISBN8120339851

2. "William Gravatt". craig telescope.co.uk Retrieved2012 05 31

3. "Drinking Water Distribution Systems". United States Environmental Protection Agency. Retrieved20October2019.

12. MNSRMadhuri,BSriHarsha.“DesignofCircular Water Tank by Using STAAD PRO Software”. International Journal of Computer Science information and Engg., Technologies, Issue 6, Volume1,Series3,Issn2277 4408.

13. IS 1893 (Part 1):2002 Criteria for earthquake resistantdesignofstructures.

14. IS: 1893(Part II) (2005) Draft Criteria for Earthquake Resistant Design of Structure (Liquid Retaining Tanks), in this draft two mass modal is illustrateforanalysisofliquidstoragetank.

15. IS:456 2000plainandreinforcedconcretecodeof practice,inthiscodealldesignparameterforRCC design of different component of elevated water tank.SP64(S&T):2001,“ExplanatoryHandbook on Indian Standard Code of Practice for Design Loads (other than earthquake) for Buildings and Structures (IS 875 Part 3 Wind Loads)”, BIS, New Delhi

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

Volume: 09 Issue: 06 | Jun 2022 www.irjet.net p ISSN: 2395 0072

16. Ayazhussain M.Jabar et al (2012) the Beheviar of supportingsystemunderdifferentearthquaketime history record with SAP 2000 software. International journal of advance engineering researchandstudies.April June2012.

17. Krishna Rao et al (2015) seismic analysis of overhead circular water tank carried out in according to I.s.1893 1984 & 1893 2002 Part 2. Internationaljournalofresearchinengineeringand technology.February2015.

18. Urmila Ronald et al (2016) seismic Behavior of cylindrical liquid storage tank was carried out by performing dynamic response spectrum analysis usingfiniteelementmethodbasesoftware(ETABS) AsperI.S1893 2002.Internationalresearchjournal ofengineeringandtechnology.Volume3Issue09 September2015.

19. S.K. Jangave (2014) et al structural assessment of circular overhead water tank on frame staging subjectedtoseismicloading.Internationaljournal oftechnologyandadvanceengineering.Volume4, issue6,june2014.

20. By Pravin K. Malohtra (2010) In the theoretical backgroundofsimplifiedseismicdesignprocedure forcylindricalgroundsupportedtank.ETHZurich researchcollection2010.

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