Hydraulic analysis of the pressurized network of section 01 of the Irrigation District 001 at different operation scenarios
DOI:
https://doi.org/10.24850/j-tyca-14-06-10Keywords:
irrigation scenario, Irrigation networks, networks hydraulic simulation, shift irrigation, on-demand irrigation, Irrigation District 001Abstract
The modernization of the 001 Irrigation District began in 2004, currently it is still under construction and only the completely finished irrigation sections are operating. The project presents constructive and operational changes compared to the original, so the objective this study was to analyze the hydraulic behavior of the distribution network of section 01 at seven operation scenarios to identify the one most suitable for irrigation management. The demand for the 126 hydrants in the study section was obtained by modular flow, randomly assigning each one of them one of the crops of the pattern. The current crop pattern and current irrigation interval and zero precipitation were considered in all scenarios. The first three scenarios consider a shift distribution, with differences in the irrigation needs and in the precipitation rates of the emitters. The fourth scenario considered a mixed distribution by shifts and demand. These four scenarios considered an irrigation interval of 48 hours, irrigation time of 3.2 hours per shift and were simulated in the EPANET program. The fifth, sixth and seventh scenarios considered a distribution on demand, applying the first generalized formula of Clément with a guarantee of supply of 90, 95 and 99 %, respectively, with a daily irrigation interval, and were implemented in MATLAB. The results indicated that the network is not capable of operating with demand irrigation and that, with the current pattern of crops, a strict shift irrigation is a better option.
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