Extension of the purified water refining and control system at the Cintruénigo WWTP, Navarre
Extension of the purified water refining and control system at the Cintruénigo WWTP, Navarre
Construction of a wastewater outlet to convey the final discharge from the Cintruénigo WWTP to an artificial wetland. The work also includes the installation of a relief system at the inlet of the sewage treatment plant.
Client:
Navarra de Infraestructuras Locales, S.A. (Nilsa)
Location:
Navarre
Period:
August 2020 - January 2021
Type of service:
Hydraulic Infrastructures
Budget:
€377,658.65 (excluding VAT)
Speciality:
Treatment plants
In operation since January 1996, the Cintruénigo wastewater treatment plant (WWTP) discharges its water into the river Alhama. In order to minimise the environmental impact of the discharge, it was proposed to equip the plant with a water refining and control system. The solution adopted is the construction of an artificial wetland under the plant to redirect the final discharge there.
With a capacity of 250 litres per second, the new outlet consists of two siphons: one by means of a cofferdam to cross the river Alhama and the other next to the wetland to reach it as directly as possible
With a capacity of 250 litres per second, the new outlet consists of two siphons: one by means of a cofferdam to cross the river Alhama and the other next to the wetland to reach it as directly as possible
In addition, a spillway has been installed at the inlet of the treatment plant with a flow regulating valve and a screening system for the discharged flow. The latter consists of three 600 mm diameter bags which are capable of absorbing a unit flow of 1.16 m³/sec.
The wetland has a surface area of 4,972 m² and Phragmites australis is the dominant plant species. Willows and tamarisks are used for revegetation. The infrastructure of the site will be constructed by paving and enclosing the spillway and the wetland.
The wetland has a surface area of 4,972 m² and Phragmites australis is the dominant plant species. Willows and tamarisks are used for revegetation. The infrastructure of the site will be constructed by paving and enclosing the spillway and the wetland.
DETAILS
Technical data
Average flow rate
1,900 m³/day
Permissible flow rate
21,600 m³/day
PVC DN500 pipe manifold
868.57 ml
PVC DN500 pipe manifold
199.40 ml
HA-30/P/19/IV+Qb concrete
138.23 m³
20 cm thick HF 3.5 concrete paving
320 m²
Phragmites australis plantations
2000 units
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