スイス
スイス

myGeobrugg

 - Test Site Stream Lobental 2007

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

 - Test Site Stream Lobental 2007

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

 - Test Site Stream Lobental 2007

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

 - Test Site Stream Lobental 2007

Load cells data were stored and analyzed directly on site

 - Test Site Stream Lobental 2007

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

 - 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

 - Test Site Stream Lobental 2007

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

 - 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

 - Test Site Stream Lobental 2007

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

 

システム延長

7 m - 7 m

 

設置年

2007

状況

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?

説明

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.

顧客名

Wasserwirtschaftsämter Weilheim und Kempten

落札者

Bremer Schutz-Verbauungen GmbH

保護対象

道路, 鉄道, 建築, 鉱山/採石場, 観光用インフラ, 居住区, インフラ, アーキテクチャー, 芸術, その他

腐食防止

亜鉛めっき, ジェオブルッグ スーパーコーティング

エンジニアリング

Technical University Munich / Geobrugg AG

担当者の連絡先

Roger Moor
   

Roger Moor

Country Manager Ost- und Zentralschweiz, Liechtenstein

自然災害防護
Hydraulic Engineering
鉱山/トンネル
Geobrugg AG,Aachstrasse 11,8590 Romanshorn / スイス Country Manager Ost- und Zentralschweiz, Liechtenstein

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René Müller
   

René Müller

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

自然災害防護
Hydraulic Engineering
鉱山/トンネル
Geobrugg AG,Industriestrasse 21,5200 Brugg / スイス Country Manager Kantone AG BE BL BS FR GE JU NE SO VD VS

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Alexander Bittendorfer
   

Alexander Bittendorfer

Project Manager Inspection Services

自然災害防護
Geobrugg AG,Aachstrasse 11,8590 Romanshorn / スイス Project Manager Inspection Services

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Isacco Toffoletto
   

Isacco Toffoletto

Ticino Country Manager

自然災害防護
Hydraulic Engineering
鉱山/トンネル
Geobrugg AG Ticino,Stabile Cometal, via Pizzante 7,6595 Riazzino / スイス Ticino Country Manager

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