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Debris Flow & Shallow Landslide Protection - Test Site Stream Lobental 2007

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

Debris Flow & Shallow Landslide Protection - Test Site Stream Lobental 2007

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

Debris Flow & Shallow Landslide Protection - Test Site Stream Lobental 2007

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

Debris Flow & Shallow Landslide Protection - Test Site Stream Lobental 2007

Load cells data were stored and analyzed directly on site

Debris Flow & Shallow Landslide Protection - Test Site Stream Lobental 2007

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

Debris Flow & Shallow Landslide Protection - 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

Debris Flow & Shallow Landslide Protection - Test Site Stream Lobental 2007

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

Debris Flow & Shallow Landslide Protection - 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

Debris Flow & Shallow Landslide Protection - Test Site Stream Lobental 2007

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

 

System length

7 m - 7 m

 

Year of installation

2007

Initial situation

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?

Description

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.

Customer

Wasserwirtschaftsämter Weilheim und Kempten

Contractor

Bremer Schutz-Verbauungen GmbH

Protected object

Road, Railway, Building, Mine / Quarry, Touristic infrastructure, Residential area, Infrastructure, Architecture, Art, Other

Corrosion protection

Galvanized, GEOBRUGG SUPERCOATING

Engineering

Technical University Munich / Geobrugg AG

Your local contact

Kevin H. Coyle
 

Kevin H. Coyle

Regional Manager Northeast

Natural Hazards
Hydraulic Engineering
Geobrugg North America, LLC,3 Beaudet Terr,Columbia CT 06237 / United States Regional Manager Northeast

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Saleh Feidi
 

Saleh Feidi

Regional Manager California

Natural Hazards
Hydraulic Engineering
Geobrugg North America, LLC,8921 Emperor Ave.,San Gabriel, California 91775 / United States Regional Manager California

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John Kalejta
 

John Kalejta

Regional Manager Central US

Natural Hazards
Hydraulic Engineering
Geobrugg North America, LLC,3215 67th Avenue Pl,Greeley CO 80634 / United States Regional Manager Central US

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Bob Lyne
 

Bob Lyne

Regional Manager Southeast

Natural Hazards
Hydraulic Engineering
Geobrugg North America, LLC,8004 Windspray Drive,Summerfield NC 27358 / United States Regional Manager Southeast

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Pierce Runnels, Civil Engineer
   

Pierce Runnels

General Manager Geobrugg North America

Natural Hazards
Geobrugg North America, LLC,22 Centro Algodones , Civil Engineer General Manager Geobrugg North America

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Tim Shevlin
 

Tim Shevlin

Sales Director

Natural Hazards
Geobrugg North America, LLC,Salem OR 97302 / United States Sales Director

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