In order to achieve the objectives set out in the planning of l’Eliana and by the Confederación Hidrográfica del Júcar, it is necessary to completely eliminate the non-rainwater discharges currently connected to the ovoid which constitutes the channel of the Mandor ravine. For this purpose, the discharge of effluent from the Camp de Turia I WWTP must be diverted to a point which does not affect either the Mandor ravine or the intake of drinking water from the WWTP of Manises, while taking advantage of the effluent from the Camp de Turia I WWTP. AR Camp de Turia II, thus rendering out of service the current Mandor collector, given the poor condition in which it is found.
The solution to be adopted is the construction of a collector the collection of treated water from the Camp de Turia I and II sewerage systems to a discharge point which does not affect either the Mandor ravine or the intake of drinking water from the WWTP in Manises.
Characteristics:
- Length: 9,000 metres
- Flow rate: 24,000 m3/day
Type of services provided:
Drafting Draft
- Memory and Annexes
- Plans
- Specification of Technical Requirements
- Budget
- Safety and Health Study