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Protezione contro frane e colate detritiche - Test Site Stream Lobental 2007

Test barrier under full load - visible pieces of wood stopped by the barrier, without blocking water flow

Protezione contro frane e colate detritiche - Test Site Stream Lobental 2007

Pieces of wood were deposited along the stream before water was release from the upper lake

Protezione contro frane e colate detritiche - Test Site Stream Lobental 2007

Overview of the test barrier - ancestor of Geobrugg's Debris Flow Barriers. Visible load cells and their signal cables

Protezione contro frane e colate detritiche - Test Site Stream Lobental 2007

Load cells data were stored and analyzed directly on site

Protezione contro frane e colate detritiche - Test Site Stream Lobental 2007

Test barrier under full load - visible pieces of wood stopped by the barrier, without blocking water flow

Protezione contro frane e colate detritiche - Test Site Stream Lobental 2007

Front view of the test barrier under full load - visible pieces of wood stopped by the barrier, without blocking water flow

Protezione contro frane e colate detritiche - Test Site Stream Lobental 2007

View of the barrier during test from the upper lake side - barrier was fully loaded, incl. overflow

Protezione contro frane e colate detritiche - Test Site Stream Lobental 2007

Test barrier after the test - was able to stop the whole amount of wood without any failure, allowing full dewatering at the same time

Protezione contro frane e colate detritiche - Test Site Stream Lobental 2007

Stopped mass of wood after test - fully dewatered and ready to be removed

 

Lunghezza del sistema

7 m - 7 m

 

Anno di installazione

2007

Situazione iniziale

For many years, the Bavarian Water Resources Administration used rope nets to entrap the wooden debris. The advantage of this construction is:
• simple building equipment can be used
• commercial components and common techniques can be used
• rope nets are inconspicuous and almost do not disturb the landscape.

The main structure to bear the forces consists of ropes, which are spanned across to the flow direction over the torrent. The nets have a distance of about 0,50 to 1,0 meter to the river bed so that smaller floods without wooden debris and bedload can pass unhindered.

The research project was carried out at the Institute for Hydraulic an Engineering at Technische Universität München, to answer the following questions:

• How is the process of the entrapment in rope dams proceeding?
• Which forces occur and what are the main parameters of influence?
• Which recommendations for the construction of net-dams can be given?

Descrizione

In different model tests the entrapment process was analysed and the main parameters of influence were worked out. Furthermore a full-scale nature test on rope net barriers was realized to investigate dynamic loads in the beginning of the entrapment process and to work out the influence of elasticity. Significant for the design are only the static loads, which in nature are about 20 to 30 % higher then in model due to a greater volume of fine material with less dimension and sagging ropes respectively nets. The function of the net barriers was proved. The results lead to a design concept for rope net barriers.

Cliente

Wasserwirtschaftsämter Weilheim und Kempten

Contraente:

Bremer Schutz-Verbauungen GmbH

Oggetto protetto

Strada, Ferrovia, Costruzione, Cava / Miniera, Infrastrutture turistiche, Zona residenziale, Infrastrutture, Architettura, Arte, Altri

Protezione dalla corrosione

Galvanized, GEOBRUGG SUPERCOATING

Progettazione:

Technical University Munich / Geobrugg AG

Il contatto locale

Roger Moor
   

Roger Moor

Country Manager Ost- und Zentralschweiz, Liechtenstein

Sistemi contro il dissesto idrogeologico
Ingegneria idraulica
Miniera / Gallerie
Geobrugg AG,Aachstrasse 11,8590 Romanshorn / Svizzera Country Manager Ost- und Zentralschweiz, Liechtenstein

E-mail

René Müller
   

René Müller

Country Manager Kantone AG BE BL BS FR GE JU NE SO VD VS

Sistemi contro il dissesto idrogeologico
Ingegneria idraulica
Miniera / Gallerie
Geobrugg AG,Industriestrasse 21,5200 Brugg / Svizzera Country Manager Kantone AG BE BL BS FR GE JU NE SO VD VS

E-mail

Alexander Bittendorfer
   

Alexander Bittendorfer

Project Manager Inspection Services

Sistemi contro il dissesto idrogeologico
Geobrugg AG,Aachstrasse 11,8590 Romanshorn / Svizzera Project Manager Inspection Services

E-mail

Isacco Toffoletto
   

Isacco Toffoletto

Ticino Country Manager

Sistemi contro il dissesto idrogeologico
Ingegneria idraulica
Miniera / Gallerie
Geobrugg AG Ticino,Stabile Cometal, via Pizzante 7,6595 Riazzino / Svizzera Ticino Country Manager

E-mail