DEBRIS MANAGEMENT · 2 11.05.2016 Technical Service for torrent and avalanche control Austrian...

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--- 1 --- Salzburg, Wednesday 11. May 2016 DEBRIS MANAGEMENT Torrent maintenance Filter constructions Practical experience

Transcript of DEBRIS MANAGEMENT · 2 11.05.2016 Technical Service for torrent and avalanche control Austrian...

Page 1: DEBRIS MANAGEMENT · 2 11.05.2016 Technical Service for torrent and avalanche control Austrian Federal Ministry of Agriculture, Forestry, Environment and Water Management Problem

--- 1 --- Salzburg, Wednesday 11. May 2016

DEBRIS MANAGEMENT

Torrent maintenance

Filter constructions

Practical experience

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Technical Service for torrent and avalanche control Austrian Federal Ministry of Agriculture, Forestry, Environment and Water Management

Problem

• Communities or cooperatives are responsible for inspection of

torrents and protection measures

• Communities or cooperatives are often overchallenged

• WLV can offer assistance

training

support

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Why torrent inspection ?

Inspection of protection structures and clearing of runof obstacles

is one of the most efficient means for disaster prevention

Forestact regulates mandatory torrent inspections

– Every community with torrents is obliged to inspect the torrent at least once a

year

–Elimination of found obstacles has to be arranged immediatley

–Community has to report the results of the inspection and the success of counter

measures to the authorities.

ONR 24803 regulates standards concerning monitoring and

inspection of protection measures

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Torrent maintenance - partners

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Tasks

• Torrent inspection

• Documentation of runof obstacles and defects on protection measures

• Collection estate owner info and perpetrator

• Recommenadations for clearing obstacles

• Cost assesment

• Organisation of clearing measures

• Determination inspection tracks and dates

• Priority list

• Clarification of possible funding

• Handling of Funding

• Accounting

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Woody debris

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Vegetation/Plant cover

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Damages protection measures

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Damages protection measures

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Debris deposits

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Obstructive installations

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Waterpipes in/out

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Inspection results Tyrol

30%

24%

24%

14% 6%

2%

Holzablagerungen im HochwasserabflussbereichAblagerung sonst. abflusshemmender GegenständeHolzbewuchs im HochwasserabflussbereichSchäden an RegulierungsbautenAbflussbehindernde EinbautenWasseraus- und -einleitungen

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Woody debris retention

Filterconstructions of WLV

Practical experience

Woody debris

reasons– source - origin

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Woody debris retention

Filterconstructions of WLV

Practical experience

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Woody debris retention

Filterconstructions of WLV

Practical experience

Type of woody debris transport ONR 24800

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Woody debris retention

Filterconstructions of WLV

Practical experience

History:

Starting from checkdams with big slots requiering great maintenance effort –

constant removal of debris- 50 years ago the first filter checkdams with open

spillways were developed:

dam with slot with bars or grill

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Woody debris retention

Filterconstructions of WLV

Practical experience

By observation and analysis of flood disasters effects and disadvantages of

dams with slots and bars are evident

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Woody debris retention

Filterconstructions of WLV

Practical experience

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Woody debris retention

Filterconstructions of WLV

Practical experience

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Woody debris retention

Filterconstructions of WLV

Practical experience

Small scale tests, done by a master thesis at the prove

the results of the practical experience

Filtering of woody debris along with ongoing normal

debris flow on the long run is best done by using dams

with a grill

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Woody debris retention

Filterconstructions of WLV

Practical experience

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Woody debris retention

Filterconstructions of WLV

Practical experience

model tests have

been carried out

1986

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Woody debris retention

Filterconstructions of WLV

Practical experience

Tests showed the

automatic clearing at

the base as a result

of the emerging

tractive force

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Woody debris retention

Filterconstructions of WLV

Practical experience

Different types of dams have been developed depending on flow type,

process type and type of catchment

Fluviatile discharge

with low debris transport rate

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Woody debris retention

Filterconstructions of WLV

Practical experience

Fluviatile discharge

with high debris transport rate

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Woody debris retention

Filterconstructions of WLV

Practical experience

Debris flow like discharge

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Woody debris retention

Filterconstructions of WLV

Practical experience

Especially with debris flow like discharge or debris flows the „chain of

function“ has to be considered

The torrent Reiterbach proved this during a recent disaster !

Debris flow

breaker

in hm 16,67

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Woody debris retention

Filterconstructions of WLV

Practical experience

Filter

construction

For a debris

flowlike

discharge

in hm 12,88

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Woody debris retention

Filterconstructions of WLV

Practical experience

And a

last Filter

construction

in hm 10,83

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Woody debris retention

Filterconstructions of WLV

Practical experience

Examples of dam types in Function:

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Woody debris retention

Filterconstructions of WLV

Practical experience

Torrent Hubalpsbach in Hüttschlag:

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Woody debris retention

Filterconstructions of WLV

Practical experience

For the characteristics of a debrisflow like discharge massive

constructions with a massive steelgrill are best suitable

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Woody debris retention

Filterconstructions of WLV

Practical experience

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Woody debris retention

Filterconstructions of WLV

Practical experience

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Woody debris retention

Filterconstructions of WLV

Practical experience

With fluviatile discharge and a low debris tranportation rate constructions using

different material combinations are used:

Concrete slabs

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Woody debris retention

Filterconstructions of WLV

Practical experience

Or

pure

steel grill

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Woody debris retention

Filterconstructions of WLV

Practical experience

Both can have the required effect:

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Woody debris retention

Filterconstructions of WLV

Practical experience

The angle of the waterside construction parts is important on two

levels (similar to a tyrolean weir):

• At the solebase:

drains the transported woody debris during the starting discharge wave

by raising it either using the flow energy or by ist

• Level of the spillway (discharge section):

woody debris is drained into the underlying hollow body therefore

reducing the risk of spilling the woody debris over the dam due to the

loss of tactive force.

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Woody debris retention

Filterconstructions of WLV

Practical experience

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Woody debris retention

Filterconstructions of WLV

Practical experience

Important note:

Buildings must have a safe

access road in order

To secure maintenace and

Accessability during disaster

events

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Woody debris retention

Filterconstructions of WLV

Practical experience