• Oyeyemi Temitayo Oyewole Computer Engineering Department Elizade University, Ilara – Mokin, Nigeria
  • Oluwaseun K Akinmusere Department of Civil and Environmental Engineering, Elizade University, Ilara – Mokin,
  • Akintunde O. Fasuba Department of Civil and Environmental Engineering, Elizade University, Ilara – Mokin,
  • Ebenezer O. Fakorede Department of Civil and Environmental Engineering, Elizade University, Ilara – Mokin,
  • A. A. Daramola Dept. Works and Maintenance Services. Bamidele Olumilua University of Education, Science and Technology. Ikere Ekiti
  • Ayotunde Oluyemisi Akanni Department Civil Engineering : Federal Polytechnical, Ile- Oluji
  • Isaiah Adesola Oke Obafemi Awolowo University, Ile-Ife
Keywords: EPANET, Pipe network analysis, Hazen-Williams, Chezy- Manning, Darcy-Weisbach


In this paper, the hydraulic analysis and evaluation of three head loss techniques (Hazen-Williams, HW, Chezy-Manning, CM and Darcy-Weisbach, DW) available for utilization at the EPANET platform were evaluated. The Elizade University (EU), Ilara- Mokin network was analysed using EPANET software. The hydraulic properties (flow rate, head-loss, Reynold’s number, friction factor and velocity of discharge) were determined using the three head-loss techniques available at the EPANENT software and Microsoft Excel Solver (MiExS) as the standard (based on previous studies). The friction factors (ff) obtained from these techniques were evaluated using relative and square errors. The study revealed that the elevations at the EU were between 339.1 m and 390 m, the diameters of the pipes were between 150 mm and 50 mm and water withdrawals were in the range of 480l/s to 30l/s. The discharges through the pipes were from 2.0 x 101 l/s to 3.545 x 103 l/s, the ff of these pipes ranged between 0.019 and 0.012 for MiExS and DW, between 0.0012 and 0.025 for HW and between 2.03 x 10 5 and 3.21 x 105 for CM. Effects of techniques on the ff were significant at 95 % confidence level (F3,160 = 803.06; p of 3.45 x 10-96, which was less than 0.05). It was concluded that DW performed better than HW and the least performed technique was CM. It was suggested that CM at EPANET should not be used for pressurised pipelines hydraulically and caution is required in its utilization for pressurised pipe network.


Aathira, M and Elangovan, K (2021). Design and Analysis of Water Distribution Network Using EPANET and GIS for Pattanam Rural Area of Coimbatore District. ICCAP 2021, December 07-08, Chennai, IndiaDOI 10.4108/eai.7-12-2021.2315102

Abdulameer L. Abdulameer,S. and Dzhumagulova N.T. (2021). Feasibility study of the cost of transporting wastewater for irrigation purposes in the administrative district of Karbala, Iraq. Construction: Science and Education. 2021; 11(3). URL: http://nso-journal.ru. DOI: 10.22227/2305-5502.2021.3. DOI: https://doi.org/10.22227/2305-5502.2021.3.9

Abdulameer L. S and Dzhumagulova N. T (2022). Application of modeling methods to study pressure losses in the irrigation water supply system. URL: http://nso-journal.ru DOI: 10.34831/EP. 2022.27.39.001

Abdulameer L.S., Orlov V.A., and Dzhumagulova N.T.(2022b) Hydraulic studies of pressure pipes made of various materials. Vestnik MGSU Monthly Journal on Construction and Architecture. 2022; 17(9):0000-0000. DOI: 10.22227/1997-0935.2022.9.0000-0000 (rus.). DOI: https://doi.org/10.22227/1997-0935.2022.9.1218-1230

Abdulameer, L. S., Dzhumagulova, N., Algretawee, H., Zhuravleva, L., and Alshammari, M. H. (2022a). Comparison between Hazen-Williams and Darcy-Weisbach equations to calculate head loss through conveyancing treated wastewater in Kerbala city, Iraq. Eastern-European Journal of Enterprise Technologies, 1 (1 (115)), 36–43. DOI: https://doi.org/10.15587/1729-4061.2022.251385

Abdulsamad, A. and Abdulrazzaq, K. A. (2023) “Applying the WaterGEMS Software to Conduct a Comparison of the Darcy-Weisbach and Hazen-Williams Equations for Calculating the Frictional Head Loss in a Selected Pipe Network”, Journal of Engineering, 29(2), 153–163. doi: 10.31026/j.eng.2023.02.10. DOI: https://doi.org/10.31026/j.eng.2023.02.10

Achour, B., and Amara, L. (2020). New Formulation of the Darcy-Weisbach Friction Factor. Larhyss Journal, 43, 13–22. Available at: https://www.researchgate.net/publication/344467645_New_Formulation_Of_The_Darcy-Weisbach_Friction_Factor

Adeniran, A. E., and Oyelowo, M. A. (2013). “An EPANET analysis of water distribution network of the University of Lagos, Nigeria.” J. Eng. Res., 18(2), 1–16.

Agunwamba, J. C., Ekwule, O. R., & Nnaji, C. C. (2018). Performance evaluation of a municipal water distribution system using WaterCAD and EPANET. Journal of Water Sanitation and Hygiene for Development, washdev2018262. doi:10.2166/washdev.2018.262 DOI: https://doi.org/10.2166/washdev.2018.262

Alkali,N. Yadima, S. G. Usman, B. Ibrahim, U. A. and Lawan, A. G. (2017). Design of A Water Supply Distribution Network Using Epanet 2.0: A Case Study of Maiduguri Zone 3, Nigeria; AZOJETE, 13(3):347-35

Amaral M., A. (2020). Major and minor head losses in a hydraulic flow circuit: experimental measurements and a Moody’s diagram application. Ecl tica Qu mica Journal, 45 (3), 47–56. DOI: https://doi.org/10.26850/1678-4618eqj.v45.3.2020.p47-56

Anisha, G., Kumar, A., Kumar, J., Raju, P.:(2016) Analysis and design of water distribution network using EPANET for Chirala municipality in Prakasam District of Andhra Pradesh. Int. J. Eng. Appl. Sci. 3, 257682.

Asmaa G S, and Heba A. A.(2014): ‘The effective contribution of software applications in various disciplines of Civil Engineering’, International Journal of Civil Engineering and Technology (IJCIET), 5(12), 316-333

How to Cite
OyewoleO. T., Akinmusere O. K., Fasuba A. O., Fakorede E. O., DaramolaA. A., Akanni A. O., & OkeI. A. (2024). A SYSTEMATIC HYDRAULIC ANALYSIS AND EVALUATION OF THE EPANET SOFTWARE AND TECHNIQUES ON THE WATER NETWORK OF ELIZADE UNIVERSITY. FUDMA JOURNAL OF SCIENCES, 8(2), 345 - 363. https://doi.org/10.33003/fjs-2024-0802-2306