Water Distribution System Modeling by Using EPANET Software

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dc.contributor.author Maruf, Montasir
dc.contributor.author Muzaddid, Rifat Al
dc.contributor.author Chowdhury, Mohammad Abrar Arif
dc.date.accessioned 2021-01-06T09:55:55Z
dc.date.available 2021-01-06T09:55:55Z
dc.date.issued 2015-11-15
dc.identifier.citation [1] Dr. H. Ramesh, L. Santhosh and C. J. Jagadeesh, Simulation of Hydraulic Parameters in Water Distribution Network Using EPANET and GIS, International Conference on Ecological, Environmental and Biological Sciences (ICEEBS'2012) Jan. 7-8, 2012. [2] J. Muranho, A. Ferreira, J. Sousa, A. Gomes, A. Sá Marques, Technical performance evaluation of water distribution networks based on EPANET, 12th International Conference on Computing and Control for the Water Industry, CCWI2013. [3] Angela Marchi Angus R. Simpson, Correction of the EPANET Inaccuracy in Computing the Efficiency of Variable Speed Pumps, American Society of Civil Engineers. [4] M. A. H. Abdy Sayyed, R. Gupta, T.T. Tanyimboh, Modelling Pressure Deficient Water Distribution Networks in EPANET, 16th Conference on Water Distribution System Analysis, WDSA 2014. [5] J. Muranho, A. Ferreira, J. Sousa, A. Gomes, A. Sa Marques, Pressure Dependent Demand and Leakage Modeling With an EPANET Extension- WaterNetGen, 16th Conference on Water Distribution System Analysis, WDSA 2014. 62 [6] Dr. G. Venkata Ramana, Ch. V. S. S. Sudheer, B.Rajasekhar, Network analysis of water distribution system in rural areas using EPANET, 13th Computer Control for Water Industry Conference, CCWI 2015. [7] L.Monteiro, D.Figueiredo, S.Dias, R.Freitas, D.Covas, J.Menaia, S.T.Coelho, Modeling of chlorine decay in drinking water supply systems using EPANET MSX, 12th International Conference on Computing and Control for the Water Industry, CCWI2013. [8] F. Nejjari, V. Puig, R.Pérez, J. Quevedo, M.A. Cugueró, G. Sanz, J.M. Mirats, Chlorine decay model calibration and comparison: application to a real water network, 12th International Conference on Computing and Control for the Water Industry, CCWI2013 en_US
dc.identifier.uri http://hdl.handle.net/123456789/779
dc.description Supervised by Dr. Mohammad Shahedur Rahman. Assistant Professor, Department of Civil and Environmental Engineering (CEE) Islamic University of Technology (IUT) Board Bazar, Gazipur, Bangladesh en_US
dc.description.abstract Sustainable development is a prime concern now a days. A good water infrastructure plays a key role for any kind development for a city. Here in this study, capital city of Bangladesh, Dhaka has been focused for analysis purpose. Although the average condition of the municipals water infrastructure systems are poor and deteriorating fast. Supply water distribution network of Banani area was selected for detail analysis. The area has been modeled using EPA-NET software on the basis of data surveyed by Dhaka WASA. An efficient water distribution system depends on adequate pressure head, velocity and flow rate. Ensuring all of this is a challenging task. Calculation of required pressure head, velocity coverage, flow rate, chlorine dosage has been done. Fire demand coverage has been analyzed for Banani area. Fire demand analysis gives the full overview of the system in the emergency condition. In water supply system chlorine is used for neutralize bacteria and make the water pure. The modelling of chlorine residual in water supply systems is of great importance in managing disinfectant concentrations throughout the network. EPANET brought enhanced capabilities for the simulation of vi chlorine residuals in water supply systems. Here chlorine dose analysis has also been performed. A simulation on chlorine dose has been run to calculate the amount of chlorine that will be needed for the whole system. It will increase the efficiency of the system. Two types of scenarios has been simulated. Like, reducing the diameter of the pipes and using a multiple factor of 1.1. These scenarios indicates how will the system behave in case of failure condition. Finally, this study offers a modeling strategy of water distribution system of Banani area which will also help to overcome the possible risks & uncertainties. It will also improve the efficiency and performance of the network. en_US
dc.language.iso en en_US
dc.publisher Department of Civil and Environmental Engineering, Islamic University of Technology, Gazipur, Bangladesh en_US
dc.subject EPA-NET software, integrated behavior of the system, pressure head, velocity head, water distribution system modeling, average daily demand, maximum daily demand, fire demand en_US
dc.title Water Distribution System Modeling by Using EPANET Software en_US
dc.type Thesis en_US


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