Simulation of Pressurized Irrigation System in South of Iraq Using EPANET Model
Keywords:
EPANET, Irrigation, Simulation, Velocity, Pipeline, default ageAbstract
Water scarcity in Iraq is a real challenge that could be attributed to the lack of water inflows from the riparian countries and the impact of the climate change worldwide and in order to find alternatives with the appropriate solutions, the Ministry of Water Resources in Iraq intends to use modern irrigation systems in order to reduce the losses of water by increase transportation efficiency through using close and motorize irrigation system. Furthermore, educate farmers to adopt modern irrigation methods in field to reduce the runoff, evaporation and deep percolation losses. This research aimed to investigate two simulations of EPANET software program to compare the overall effect of sectoring in pressure, velocity, and pump station with indirect effect on pipe diameter and the total cost of the project. The results come with many facts with the focus on the effect in pressure intakes and velocity in pipeline with operation time and the default age of pipe station. Results of S1 illustrated the pressure in all intakes is less than the design standard of the system (2.5 bar) where the maximum pressure in system in Junction (5) is (0.721 bar) which precludes the sprinkler system to operate with high efficiency and prevents the distribution of water inside the sprinkler holes as a result of low pressure. Whilst the simulation of (S2) inferred by comparison that it is better in terms of the operating pressure of intakes, velocity in pipeline and default age of pump station. The minimum pressure in system in junction (28) is (2.632 bar) which it reaches the design standard even though using the same pump station in simulation S1. The velocity is acceptable in all pipeline system and the operation time is 18hr per day less than in simulation S1 which gives a rest period to the pump.
References
Epp, R., and Fowler, A. G.,(1970). Efficient Code for steady state Flows in Networks, Journal of the Hydraulics Division, Proceedings of the American Society of Civil Engineers, Vol. 96, No. HY1, January, pp. 43-56
Kakadiya, S., Mavani K., Darshan M.,Vipin Y(2016).Simulation of Existing Water Distribution Network by Using EPANET: A Case Study of Surat City. U.G Student.Assistant Professsor, Department of Civil Engineering.S.S.A.S.I.T, Surat, Gujarat, India.
Kalyani Garad Suteja Patode (2018).AN ALTERNATIVE TO FLOW IRRIGATION.VJER - Vishwakarma Journal of Engineering Research, Vol.2, No. 2, pp. 100-103.
M. A. H. Abdy Sayyed, R. Gupta, T.T. Tanyimboh (2014). Modelling Pressure Deficient Water Distribution Network in EPANET. 16th Conference on Water Distribution System Analysis, WDSA 2014.Procedia Engineering 89 (2014) 626-631
Rossman, L.A., Woo H., Tryby M, Shang F., Janke R., Haxton T. (2000). EPANET 2.2 User Manual, Water Infrastructure Division, Center for Environmental Solutions and Emergency Response, U.S. Environmental Protection Agency, Cincinnati, Ohio 45268.
Shikha A., Anant Kr. J.(2013). Optimal Cost of Irrigation Network Design Using Epanet. International Journal of Computer Applications (0975-8887), Volume 68, No. 21.
Shamir, U., and Howard, D. D., (1968) Water Distribution Systems Analysis, Journal of theHydraulic Division, ASCE, Vol. 94, No. HY1, January, pp. 219-234.
Vikram B., Harkesh M., (2020) Pressurized Irrigation Methods, Department of Agronomy, Tirhut College of Agriculture; Dholi, Vol. 1, Issue-4
Wood, D.J. (1980).User's Manual - Computer Analysis of Flow in Pipe Networks Including extended Period Simulations, Department of Civil Engineering, University of Kentucky, Lexington, KY.