txt_ara-tobl.gif

Tunnel Construction

The excavation, as well as the stabilisation and support system works were carried out according to the New Austrian Tunnelling Method (NATM). The support system was done in two phases, one with shotcrete and expansion anchors and one with mortar anchors, welded wire meshes, and shotcrete.
The rock stabilisation functioned as a permanent supporting structure ("single-lining permanent support"), whereby higher standards were necessarily placed on the quality of the materials and on the construction. 13 measurement check points were installed for the technical measuring supervision of the support system (convergence measurements with five convergence bolts each, multiple extensometers, levellings, etc.). Work was done around the clock with three different shifts.

Stabilisation and Support System
"Single-lining permanent support": The rock stabilisation functions as a permanent supporting structure.

ImmAGINE_01.jpg



- 2 - 5 cm shotcrete (sealer)
- First layer: shotcrete 10-15 cm, welded wire meshes diameter 5/20/20, grouted anchors, N = 4,5-6,0-7,50m GEWI bar diameter 28 mm
- Second layer: shotcrete 10 cm HS Cement, welded wire meshes diameter 5/20/20


Structural Composition of Wall - Rock

ImmAGINE_02.jpg


Inlet gallery

The inlet gallery has a diameter of 3.9 m and a length of 930 m. Drilling was done with a TBM. At the same time, the inlet gallery served as a development drilling and reconnaissance gallery. In the area where the river Gader and the river Rienz merge, the single sewers are lead into the inlet galleries' intake structure. As a result of the sewer's depth level (5.0 m below the water level), substantial water containment works were necessary.


Imm_03.jpg                Sezione_galleria.jpg

 

Cavern

a) Central Gallery 

Area of preliminary treatment Area of technical chambers
seitenstollen1_en.jpg
Central Gallery
consisting of:

Coarse Screen
Aerated grit chamber
Bar-screen
Dump Station
Pre - thickeners
Technical rooms
Technical Data
Central Galley:

Galley lenght: approx 325 m
Full section 65 - 180 m²
Excavation volume approx. 35.000 m³


 b) Side Galleries

Nitrification basins Final clarifiers
seitenstollen2_en.jpg
Side Galleries
consisting of:

Preliminary clarifier
Denitrification
Nitrification
Final clarifier
Technical Data
Side Galleries:

Galley lenght: approx . 325 m
Full section 190 - 200 m²
Excavation volume approx. 75.000 m³ je Stollen



Cavern Technical Data

Excavations total:
Surface support:
Concrete Spritz:
Anchors:
Welded Steel Mesh:
Quantity of explosives:
  approx. 200.000 m³
approx. 50.000 m²
approx. 12.000 m³
approx. 50.000 m
approx. 200.000 kg
approx. 150.000 kg
  Total Cavern
Requirements:

Concrete regularization:
Concrete structures:
Steel Formwork:
Formwork:
  approx. 2.000 m³
approx. 22.000 m³
approx. 1.500.000 kg
approx. 50.000 m²



Unterirdische_Bauwerke.jpg