To provide the best possible service this site uses cookies technicians . Continuing browsing the site you consent to their use in accordance with our Cookies Policy    

we plan the world of tomorrow.

EN FR IT ES

HydroPower Plant of Settimo di Pescantina (Italy)

A new hydropower plant on the River Adige right bank, at the bridge linking the Corno of Bussolengo and Settimo of Pescantina Villages


Project Manager

Simone Venturini

Simone Venturini
Hydraulic Engineer

Key Expert

Marco Sandri

Marco Sandri
Civil Engineer

Location: Italy, Province of Verona


Client: Region of Veneto


Cost of total Works: € 17,171,080


Period: 2013 - on going



The project foresees to carry out a run-of-the-river hydro-electric plant along the Adige river section between Pescantina and Verona; the Municipalities which are concerned more or less directly by the works are Pescantina and Bussolengo.

The plant has been designed to have a very low environmental impact, as it immediately returns waters downstream and it exploits just a part of them whereas the outstanding part keeps on flowing freely.

In addition to the works concerning the hydro-electric plant, the project foresees the requalification and strengthening of the bridge called “Settimo di Pescantina bridge” on the Adige river. It allows the road link on municipal road between Settimo, in the Pescantina Municipality, and Corno and San Vito al Mantico in the Bussolengo Municipality.

 

PROJECT ELEMENTS:

     

  • a lock with 5 flap gates on the bottom, at the Adige river talweg level, for the purpose of supporting the river level and creating  the hydroelectric leap;
  • a new bridge supported by 5 new piles in riverbed with deck made up of prefabriceated beams each with a 18.50 m span;
  • a fish ladder on the left bank;
  • a canoes slide on the left bank;
  • a completely underground hydro-electric plant on the right bank, in the Bussolengo Municipality, with intake upstream of the bridge and outlet         immediately downstream; 
  • a road link on the Bussolengo side and access road to the plant area;
  • small works of road adaptation and link on the Pescantina side.

 

The hydro-electric plant will be placed in a place where there is an abandoned plant for the treatment of stones and marbles along the river on the right bank. The river hydraulic flows intake will be just upstream of the river and the flows outlet will be just downstream.  

The area occupied by the (underground) plant impression will be about 45 m wide and about 100 m long in parallel with the river. All the hydraulic works related to the plant will be underground and at the same level as the river talweg which is far below ground level. The surface over the plant and the intake and outlet channels will be occupied upstream by a large garden and parking area, downstream of the new road link to the bridge, near the 18th century Corno Church. Such church will be provided with a large area in front of it following the intervention and with a more adequate arrangement. 

The plant emerging works are just some acces works containing the screen remover to clean the intake grids and the equipment delivering the energy produced.

The hydro-electric plant will produce about 3 MW power for an annual total of about 21.3 GWh; the produced energy introduction into the grid will take place on site where there is already a medium voltage line.

The lock is made up of five spans, each is 17 m wide and they are regulated by as many flap gates, with a water retention level of 72.56 m above sea level, i.e. 5 cm less than the higher free surface (72.61 m above sea level.).

Taking into account the dimensions of the lock piles, each of which is 1.5 m, the lock total width is 92.5 m; in addition to such width the canoes slide 2.5 m width and the fish ladder total 7.1 m width are to be added. The total width of the works in the riverbed is therefore 102.1 m. The flap gates movement is controlled and regulated by an hydraulic mechanism which triggers the two cylinders at the end of each gate. The cylinders are placed at the back of the gates and they are embedded in the riverbed piles in order to avoid damaging rhe devices during extraordinary floods. The maximum grade of operating gates is 60° horizontally. The hydraulic plant pipes are placed in a water-tight inspection shaft which can be controlled (H400 x L500 mm). It is closed by ballasted sheets or concrete slabs and it is placed downstream of the gates. Guide rails have been set upstream and downstream of the gates to close the span by means of mobile boards if it is not possible to carry out otherwise the extraordinary maintenance operations on the mechanical devices.  The project foresees to carry out under the lock following its length an accessible inspection shaft where there are the hydraulic and electric systems pipes.