Rover Alcisa finishes the Works
Of Modernization of the traditional irrigations of the Júcar, as well as
The installation of the distribution
networks for located irrigation
of the sectors 1B, 11, 16, 20, 24, 30 
 from "La Real Acequia del Júcar"
and the sectors To, B, C of the
"Real Acequia de Escalona" (Valencia).

The works began on June 17 of 2006, and they finished on September 16, 2009, with a term total of 39 months, having being received in date October 22, 2009.

Nowadays they are in phase of putting in service and tests of functioning.

The works have developed in the municipal areas of Antella, Gabarda, Alcudia de Carlet, Guadassuar, Algemesí, Albalat of the Bank, Sollana and Villanueva de Castellón, of the province of Valencia and basically they consist of the execution of the civil work and facilities that allow the irrigation located of high frequency of the developments supplied by the Royal Irrigation ditch of the Júcar in the sectors 1B (Antella and Gabarda), Sector 11 (Alcudia de Carlet and Guadassuar), Sector 16 (Alcudia de Carlet and Guadassuar), Sector 20 (Algemesí and Guadassuar), Sector 30 (Albalat of the Bank) and Sector 34 (Sollana) and for the Royal Irrigation ditch of It Staggers in its entirety of his sectors (Sectors To, B and Castellón's C de Villanueva). In total the surface regable that modernizes is 3.459,26 hectares

The budget without I.V.A., it is 31.222.939,90 Euros. The modernization of the sectors, which are divided in turn operationally for his execution in Units of Daily Management (UGD's), consists basically of the works and following facilities, between that they stand out:

Buildings of protection and management of the facilities of every head-board, with constructive elements differentiated depending on the uses and sheltered facilities. They have executed 10 buildings in the "Real Acequia del Júcar" and 7
in the "Real Acequia de Escalona".




Facilities of head-board, which have the elements necessary for a joint treatment of leaked - fertirrigación. They include, in his case, the groups of pressure necessary for a correct supply in the distribution networks, besides the elements of valvulería of beginning of the UGD for his protection and the hydraulic control of the surface regable. There have established themselves 39 bombs, 38 filters of mesh and 19 of subscriber's systems.

Installation of electrical air lines of half a tension, centers of transformation type outdoors or modular outdoors I compact and facilities in fall for the supply of recipients and service of system of illumination in the head-boards. In I make concrete there have installed to themselves 85 supports, 18.231 m of conductive cable LA-56, 14 Centers of transformation of outdoors and 3 compact Centers of transformation. In addition the distribution network has been executed in low tension from the subscriber's CT's installed up to the buildings of compress and as well as the whole distribution in necessary fall inside the building, in concrete 17 pictures of measure and protection, 258 lights and 4.132 m of cable for electrical line.

Distribution networks of water pressurized with supply of basic joint subscriber. Every network, from his origin, is own and of autonomous functioning. They are designed for a behavior of water supply in five shifts, with a time of irrigation for shift of 3,75 daily hours (included times of opening and closing valve). 

The shifts remain organized in the surface of irrigation in zonal blocks. Every network has been designed according to a branched out structure formed by secondary and tertiary branches that allow the decanting of average flows up to the distribution points (hidrantes multiuser). These remain equipped in his collector with exits (user's captures) operated for electroválvulas, whose function is to automate the irrigation of every exploitation of personalized form.

Every exit has volumetric book-keeper and extends with the conduction of low flow that allows his link with the capture in the agricultural exploitation. In I make concrete they have installed 249.937 m of pipeline of PVC of diameters understood between 90 mm and 400 mm, 424.380 m of PE's pipeline of high density of diameters understood between 40 mm and 75 mm, 1.351 hidrantes and 8.201 captures to plot.