Document Type : Research Paper


University of Technology, Civil Engineering Department - Iraq


Analysis of pipe network is the fluid flow through hydraulics network containing inters connected branches, whose aim is to determine the pressure drops and flow rates in the individual parts of the network. In the study using specialized software such as EPANET for automatically solving problems of network. The main objective of this study is to analysis the irrigation network of the proposed Taq-Taq dam using hydraulic simulation software, in order to study the distribution of pressure, velocity and head on the pipe network for the purpose of ensuring the operation of the network efficiently and improve quantity and quality of water that distributed through the pipelines system. Finally, the study showed velocity distribution, pressure distribution and head distribution along the pipeline in the irrigation project. All the results that the simulated model seems to be reasonably close to an actual same network.


Main Subjects

[1] L. A. Rossman, “EPANET 2 User's Manual”. United
State Environmental Protection Agency. National Risk
Management Research Laboratory Cincinnati, OH 45268,
[2]Ministry of Water Resources in Iraq (MOWR),
“Primary Report for Taq-Taq Dam” ,2010
[3]H. Shen and E. McBean, “Hydraulic calibration for a
small water distribution network. In Proceedings of the
12th Water Distribution Systems Analysis (WDSA2010)
Conference”, pages 1545–1557, Tucson, Arizona, United
States, 2010.
[4]S. Saleh, and T. Tanyimboh, “Optimal design of water
distribution systems based on entropy and topology”.
Water Resources Management, 28(11):3555–3575, 2014.