Confección de modelos de redes de distribución de agua desde un Sig y desarrollo de herramientas de apoyo a la toma de decisiones

Advances in information technology in the past two decades have seen innovations in the field of domestic and industrial computing that led to a paradigm shift in the management and operation of urban water systems by water utility companies. The traditional public management policy that focused on ensuring a minimum quality of service regardless of the costs associated with the processes of catchment, treatment and distribution of water, in many cases even unknown, have evolved towards more efficient cost sensitive models. These new wholly or partly public funded management systems improve not only the quality of service offered to users, but also optimize resources by reducing the cost and causing the minimum environmental impact. The new challenges raised by the European Water Framework1 Directive by imposing cost recovery to improve water efficiency and environmental sustainability have led to a significant change at all levels of water management. Consequently, new priorities have been established in terms of infrastructure management that require the reduction of water losses and the improvement of the water efficiency in urban networks for human consumption. Likewise, in a broader context which includes the water--energy binomial, it is also desirable to improve the energy efficiency and carbon emissions of these systems. Today, network sectoring is the most commonly used strategy to improve management and increase network performance. It basically consists of dividing the network into several smaller hydraulic sectors, where water inlets and outlets are perfectly controlled. This simplifies the task of carrying out periodic water balances in each of the sectors, and allows water loss volume to be assessed for a given period of time. As configuring network sectors is not a trivial task, it is therefore important to have appropriate tools to perform the task efficiently and effectively. Mathematical models can play an important role as decision support tools to help water managers assess the performance of water network distribution systems. This thesis aims to address the current problems of managing urban water networks by combining new information-processing technologies with innovative network modelling techniques. It intends to facilitate the system diagnosis and extend the use of models on the decision-making process to provide better solutions to the management of urban water networks. For this purpose a software extension that works on a geographic information system (GIS) has been developed. It integrates: the hydraulic and water quality simulation program EPANET 2, innovative tools for model analysis and diagnostic, automatic tools for sectoring and computing tools to conduct water balances in the sectors using actual measurements. The work demonstrates the compatibility and complementarity of GIS and hydraulic models as technologies that can be used to support the assessment and diagnosis of water distribution networks. Considering that the majority of information linked to the network system has some geographic reference, it is not surprising that GIS has become a popular tool for dealing with such information. At the same time, the integration of mathematical modelling and simulation tools, offers the GIS a new dimension in the realm of hydraulic study of water networks. Furthermore, if this specific integration is provided with new features aimed not only to facilitate the model building, but also to assist the user in decision-making using powerful algorithms based on the application of the graph theory, the result is a powerful up-to-date analytical tool, which opens up new possibilities in the field of management and efficient operation of urban water supply systems.Bartolín Ayala, HJ. (2013). Confección de modelos de redes de distribución de agua desde un Sig y desarrollo de herramientas de apoyo a la toma de decisiones [Tesis doctoral no publicada]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/33152TESI

Methodology for grouping intakes of pressurised irrigation networks into sectors to minimise energy consumption

[EN] Grouping intakes into sectors so they operate in scheduled periods allows irrigation networks to be operated more efficiently from an energy point of view. In the case of systems where water is supplied by pumps, the criteria used to date to create irrigation sectors does not guarantee that pumping sets work in the most efficient manner, despite the use of variable frequency drives. A new methodology, using a genetic algorithm and a hydraulic network model, has been developed to group intakes into sectors to minimise energy consumption. The methodology was applied to a case study and several scenarios compared using energy performance indicators. Predictions on a case study in Spain showed that energy savings of 36.4% could be possible and operational network conditions can be improved by ensuring minimum pressures are guaranteed.This work has been funded by IMPIVA of Comunidad Valenciana and the Spanish Ministry of Education and Science by means of the project CICYT BIA 2004-06444. The authors wish to thank the company TECVASA (Tecnicas Valencianas del Agua S.A.) for their collaboration in this study.Jiménez Bello, MÁ.; Martínez Alzamora, F.; Bou Soler, V.; Bartolín Ayala, HJ. (2010). Methodology for grouping intakes of pressurised irrigation networks into sectors to minimise energy consumption. Biosystems Engineering. 105(4):429-438. https://doi.org/10.1016/j.biosystemseng.2009.12.014S429438105

Analysis, assessment, and improvement of fertilizer distribution in pressure irrigation systems

[EN] The transformation of traditional irrigation systems into pressure irrigation networks allows water users associations to use central fertigation systems. For efficient fertigation management, however, it is essential to obtain uniform distribution of the injected fertilizer through the system and to understand the hydraulic processes that take place in the central fertigation system. This will allow users to implement strategies that improve fertilizer distribution. In this work we develop a new methodology to improve fertilizer distribution uniformity and apply it to a case study. The results show how fertilizer distribution can be improved by means of proper scheduling of irrigation deliveries. The best results are obtained when fertigating sectors operate without non-fertigating sectors and there are not intermediate irrigations without fertilizer, achieving an improvement of the fertilizer distribution of 10.5%. In addition, this work highlights the difficulties of obtaining uniform distribution of fertilizer in a centralized irrigation system when there are users that do not want to make use of it.Jiménez Bello, MA.; Martínez Alzamora, F.; Bou Soler, V.; Bartolín Ayala, HJ. (2010). Analysis, assessment, and improvement of fertilizer distribution in pressure irrigation systems. Irrigation Science. 29(1):45-53. doi:10.1007/s00271-010-0215-7S4553291Arviza J y Balbastre I (2002a) “Redes de Riego a presión. Consideraciones sobre la fertirrigación colectiva”. Revista Levante Agrícola nº 359. 1º trimestre. Págs. 70–81. Ediciones y promociones LAV SL. ValenciaArviza J y Balbastre I (2002b) “Redes de Riego a presión. Consideraciones sobre la fertirrigación colectiva. Parte II”. Revista Levante Agrícola nº 360. 2º trimestre. Págs. 133–139. Ediciones y promociones LAV SL. ValenciaArviza J, Martínez F, y Balbastre I (2002) Análisis de la distribución de fertilizantes en sistemas colectivos de riego a presión. XX Congreso Nacional de Riegos. Ciudad Real. EspañaBracy RP, Parish RL, Rosendale RM (2003) Fertigation uniformity affected by injector type. Horttechnology 13:103–105Goldberg DE (1989) Genetic algorithms in search, optimization and machine learning. Addison-Wesley, ReadingJiménez MA, Martínez F, Arviza J, Manzano J (2006) Herramientas para el uso racional del agua con el apoyo de un GIS (HuraGIS). XXIV. Congreso nacional de riegos. Lugo (Spain). (Jun 2006)Jiménez MA, Martínez F, Arviza J, Manzano J (2008) Optimización de la sectorización de redes de riego a presión mediante algoritmos genéticos XXVI. Congreso nacional de riegos. Huesca. (Jun 2008)Jiusheng L, Yibin M, Bei L (2007) Field evaluation of fertigation uniformity as affected by injector type and manufacturing variability of emitters. Irrigation Sci 25:117–125Kalyanmoy D (2001) Multi-objective optimization using evolutionary algorithms. Willey, EnglandRossman LA (2000) Epanet 2, Users Manual. Water Supply and Water Resources Division. National Risk Management Research Laboratory, CincinnatiSavic D, Walters G (1997) Genetic algorithms for least-cost design of water distribution networks. J Water Resour Plann Manag 123(2):67–77 (March/April 1997