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Hampton Forest Slash Barrier

泥石流和滑坡防护 - Hampton Forest Slash Barrier 2021

The system was cleaned out and filled again in January 2023. The barrier was cleared again in February 2023, and two or three days later, it was filled again. The barrier was overtopped and remains intact.

泥石流和滑坡防护 - Hampton Forest Slash Barrier 2021

Looking Upstream - Installing the support ropes

泥石流和滑坡防护 - Hampton Forest Slash Barrier 2021

Looking downstream at the completed structure which is hardly visible

泥石流和滑坡防护 - Hampton Forest Slash Barrier 2021

Mid construction

泥石流和滑坡防护 - Hampton Forest Slash Barrier 2021

The contractor Rock Control installing the ring mesh

泥石流和滑坡防护 - Hampton Forest Slash Barrier 2021

Looking downstream at the completed structure

泥石流和滑坡防护 - Hampton Forest Slash Barrier 2021

The slash barrier was first filled in March 2022 and successfully contained a combination of slash and landslide material. The system was then cleaned out and filled again in January 2023

 

安装年份

2021

情况

The best management of slash material is at the source. However, even with the best practices, unforeseen extreme weather events can mobilise tree waste and debris into river channels which can cause significant damage to downstream assets. Historically in New Zealand forestry slash-catching barriers are built in-house with various combinations of rope, railway irons and recycled steel members which are then secured back to the bank with deadman anchors.  These structures are effective at stopping small volumes of slash material but risk catastrophic failure from overload subsequently releasing a large volume of material downstream at once. Rayonier Matariki Forests wanted to be proactive and set a new protection benchmark by installing a Geobrugg 1:1 tested and engineered solution, common in Europe but a first in NZ. Although designed for an extreme weather event, the intention is that the barrier is never significantly impacted through slash management at the source and then it can then be dismantled and used at another similar location.

描述

A VX140-H4 was installed in the river channel near the boundary of the 800ha catchment. The barrier height and location were chosen to utilise the large upstream catchment area for log and debris accumulation. The location also has good access for future maintenance/clearing if required. The VX140-H4 System (140kN/m²) was selected to provide sufficient capacity for both the static and dynamic loads of debris and driftwood (slashing) events. Wire rope anchors were used to transfer the loads back into the ground and provide design redundancy should some bank erosion occur. Edge protection was also installed on the top rope to protect the structure in the event of overtopping.

国家/地区

新西兰

承包商

Rock Control

防护对象

Other

本地联系方式

René Müller
   

René Müller

Country Manager Western Switzerland

自然災害防護
Hydraulic Engineering
矿井/隧道
Monitoring
Geobrugg AG,Industriestrasse 21,5200 Brugg / 瑞士 Country Manager Western Switzerland

联系地址

Olivia Sartorius
   

Olivia Sartorius

Project Manager Sales Eastern and Central Switzerland

自然災害防護
Hydraulic Engineering
矿井/隧道
Monitoring
Geobrugg AG Project Manager Sales Eastern and Central Switzerland

联系地址

Matthias Denk, Msc. Env. Eng.
 

Matthias Denk

自然災害防護
Hydraulic Engineering
Geobrugg AG,Aachstrasse 11,8590 Romanshorn / 瑞士 , Msc. Env. Eng.

联系地址

Isacco Toffoletto
   

Isacco Toffoletto

Country Manager Southern Switzerland

自然災害防護
Hydraulic Engineering
矿井/隧道
Monitoring
Geobrugg AG Ticino,Via Brusada 5,6933 Muzzano / 瑞士 Country Manager Southern Switzerland

联系地址