Case study:Removing a weir and renaturalising the Iton River on the Plis industrial site in Hondouville: Difference between revisions

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{{Case study status
{{Case study status
|Approval status=Draft
|Approval status=Approved
}}
}}
{{Location
{{Location
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{{Project overview
{{Project overview
|Project title=Removing a weir and renaturalising the Iton River on the Plis industrial site in Hondouville
|Status=Complete
|Status=Complete
|Themes=Environmental flows and water resources, Flood risk management, Habitat and biodiversity, Hydromorphology, Water quality
|Themes=Environmental flows and water resources, Flood risk management, Habitat and biodiversity, Hydromorphology, Water quality
Line 14: Line 13:
|Contact organisation=SCA
|Contact organisation=SCA
|Contact organisation url=www.sca.com/fr/
|Contact organisation url=www.sca.com/fr/
|Partner organisations=Saviton, Seine-Normandie water agency, Eure departmental territorial and maritime agency, Onema, Haute-Normandie regional environmental directorate, Egis Eau consulting firm, SETHY company
|Multi-site=No
|Multi-site=No
|Project picture=Overview of project.png
|Picture description=Overview of the project (Egis Eau, 2013)
|Project summary=The industrial site in Hondouville was constructed in
the beginning of the 1900s as a textile factory. A weir
was built across the Iton with a bypass leat leading to a
mill, called the Plis mill. The outdated Plis weir measured 1.1 metres high
with the gates closed and 0.8 metre with the gates
open. It caused numerous malfunctions in the river,
including a break in sediment transport, an obstacle
to the passage of trout and eels, degraded water
quality, a more uniform flow pattern and siltation
of habitats (an impounded reach extending 600 metres).
In addition, the Courtieux stream flowed through
the industrial site, itself located in a floodable zone,
before reaching the Iton. In the lower section, the
stream runs through a culvert, but due to its poor
positioning, the stream is clogged with sediment
over more than 350 metres, with as a result a break
in continuity between the stream and the river.
Finally, there was a risk of accidental pollution due
to the position of the Courtieux stream and the factory
leat in the middle of the industrial installations
and no means to control the water entering or exiting
them. The position of the factory wastewatertreatment
plant, on an island in a floodable zone,
was also a problem.
Saviton informed SCA Tissue France on the problems
caused by the Plis weir, on the possibility of a public
subsidy to remove the structure and proposed providing
assistance to the industrial company during
the operation. SCA Tissue France had no further use
for the weir and wanted to avoid incurring costs for
its maintenance, consequently, it accepted the idea
of removing it.
The fact that the company owned the meadow opposite
the site was a chance to restore the flood storage
zone and to reduce the flood risk for the factory.
In addition to removing the Plis weir, the final
project included filling in the factory leat to improve
access to the wastewater-treatment plant, bypassing the Courtieux stream to avoid the industrial site and
the creation of a wetland in the meadow opposite
the site. SCA Tissue France decided in favour of the
project given that it was economically beneficial for
site operation and corresponded to its environmental
values.
The work took place in three phases:
The gates, concrete glacis and spillway were removed.
The factory leat and part of the low-water
channel upstream of the weir were dredged. The
island downstream of the factory channel was eliminated
to enable a distribution of flows similar to that
prior to the works.
The future riverbed was dug out, the banks were
graded to a slight slope and replanted. The former
bed was filled in with landfill from the new bed.
The bunds along the banks were removed to create
a wetland and the section of the lot along the Iton
was cleared.
The factory channel was filled in with the landfill from
the meadow. The banks along the industrial site were
reinforced with sheet piles to protect the buildings.
The outlet of the wastewater-treatment plant, originally
in the factory channel, was extended to the Iton.
|Monitoring surveys and results=The pre works monitoring done in 2012 dealt with
the biological (benthic macroinvertebrates) and
morphological (topographic surveys of the long and
cross profiles, sedimentation levels) compartments.
The first survey after the works in 2015 (n+1) dealt
with the morphological compartment (topographic
surveys of the long and cross profiles, water depths,
substrates and current velocities) at four points along
the riverbed and the flood plain, in a zone stretching
400 metres upstream and downstream of the former
weir. The monitoring programme is scheduled to
continue for two more years (n+2 and n+3).
This project opened and restored 800 metres of the
Iton (though there remain five structures downstream
and 200 upstream) and restored 600 metres
of favourable habitats for category-1 species thanks
to the elimination of the impounded reach. Sediment
transport was previously blocked by the weir,
but has now been restored. The restoration of the
meadow provides the river with a flood expansion
zone and would appear to be a potential habitat for
the yellow-bellied toad, whose presence has been
observed near the site.
One year after the works, the hydromorphological
studies on the Iton at the site of the former weir revealed
a modification in the long profile with a drop
of 25 centimetres in the water level upstream and
an increase of 25 to 30 cm downstream. In economic
and flood-security terms, the project is beneficial for
SCA Tissue France in that the firm succeeded in protecting
its installations from the river and avoided
maintenance costs. The risk of accidental pollution
was reduced by returning the Courtieux stream to
the talweg and by filling in the factory channel.
However, due to the small amount of available land,
the new bed of the Courtieux stream is straight and
the banks could not be planted as planned.
The drop in the water level indirectly damaged the
foundations of the industrial installations along the
river by exposing them to freezing temperatures.
That being said, SCA Tissue France and its partners
consider the project a success because it met both
the economic and ecological objectives, thanks to
the technical support from Saviton and the implication
of the industrial company.
|Project title=Removing a weir and renaturalising the Iton River on the Plis industrial site in Hondouville
}}
}}
{{Image gallery}}
{{Image gallery}}
{{Case study image
|File name=Meadow 2014.png
|Caption=The meadow after restoration of the wetland (2014) (SCA Tissue France).
}}
{{Case study image
|File name=Plis.png
|Caption=Filling in the factory leat following the removal of the Plis weir (2014) (SCA Tissue France).
}}
{{Case study image
|File name=Weir 2014.png
|Caption=The Plis weir in 2014 (SCA Tissue France).
}}
{{Image gallery end}}
{{Image gallery end}}
{{Toggle button}}
{{Toggle button}}
{{Toggle content start}}
{{Toggle content start}}
{{Case study subcatchment}}
{{Case study subcatchment}}
{{Site}}
{{Site
{{Project background}}
|WFD water body code=FRHR259
{{Motivations}}
|Heavily modified water body=No
{{Measures}}
|Protected species present=Yes
|Invasive species present=No
|Species=brown trout, grayling, bullheads, stone loach, eels and brook lamprey
|Average bankfull channel width category=10 - 50 m
|Avrg bankfull channel width=17
|Mean discharge category=1 - 10 m³/s
|Mn discharge=3.7
|Average channel gradient category=Less than 0.001
|Avrg channel gradient=0.0002
}}
{{Project background
|Reach length directly affected=200
|Project started=2014/01/01
|Project completed=2014/12/31
|Total cost category=100 - 500 k€
|Total1 cost=359
|Funding sources=Seine-Normandie water agency (80%), SCA Tissue France (20%)
}}
{{Motivations
|Specific mitigation=Pollution incident, Barriers to fish migration,
|Hydromorphological quality elements=Continuity for organisms, Continuity of sediment transport, Quantity & dynamics of flow,
|Biological quality elements=Fish: Abundance, Fish: Species composition,
|Other motivation=Reduce the risks of accidental water pollution and of flooding, Renaturalise the Courtieux stream
}}
{{Measures
|Bank and bed modifications measure=Dam removal, Dredging of channel, Removal of island, Riverbed dug out,
|Floodplain / River corridor=Replanting of banks, removal of bunds, Reinforcing of banks
|Management interventions=extension of water treatment outlet
}}
{{Hydromorphological quality elements header}}
{{Hydromorphological quality elements header}}
{{End table}}
{{End table}}
Line 38: Line 196:
{{Additional Documents end}}
{{Additional Documents end}}
{{Additional links and references header}}
{{Additional links and references header}}
{{Additional links and references
|Link=www.onema.fr/sites/default/files/pdf/afb_rex_r1_itonscatissue_gb_v3.pdf
|Description=All information on this page is copied from the AFB, The French Agency for biodiversity.
}}
{{Additional links and references footer}}
{{Additional links and references footer}}
{{Supplementary Information}}
{{Supplementary Information}}
{{Toggle content end}}
{{Toggle content end}}

Latest revision as of 17:17, 13 November 2018

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Location: 49° 8' 24.24" N, 1° 7' 9.58" E
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Project overview

Edit project overview
Status Complete
Project web site
Themes Environmental flows and water resources, Flood risk management, Habitat and biodiversity, Hydromorphology, Water quality
Country France
Main contact forename Corine
Main contact surname Seigneurbieux
Main contact user ID
Contact organisation SCA
Contact organisation web site http://www.sca.com/fr/
Partner organisations Saviton, Seine-Normandie water agency, Eure departmental territorial and maritime agency, Onema, Haute-Normandie regional environmental directorate, Egis Eau consulting firm, SETHY company
Parent multi-site project
This is a parent project
encompassing the following
projects
No
Overview of the project (Egis Eau, 2013)

Project summary

Edit project overview to modify the project summary.


The industrial site in Hondouville was constructed in the beginning of the 1900s as a textile factory. A weir was built across the Iton with a bypass leat leading to a mill, called the Plis mill. The outdated Plis weir measured 1.1 metres high with the gates closed and 0.8 metre with the gates open. It caused numerous malfunctions in the river, including a break in sediment transport, an obstacle to the passage of trout and eels, degraded water quality, a more uniform flow pattern and siltation of habitats (an impounded reach extending 600 metres).

In addition, the Courtieux stream flowed through the industrial site, itself located in a floodable zone, before reaching the Iton. In the lower section, the stream runs through a culvert, but due to its poor positioning, the stream is clogged with sediment over more than 350 metres, with as a result a break in continuity between the stream and the river.

Finally, there was a risk of accidental pollution due to the position of the Courtieux stream and the factory leat in the middle of the industrial installations and no means to control the water entering or exiting them. The position of the factory wastewatertreatment plant, on an island in a floodable zone, was also a problem.

Saviton informed SCA Tissue France on the problems caused by the Plis weir, on the possibility of a public subsidy to remove the structure and proposed providing assistance to the industrial company during the operation. SCA Tissue France had no further use for the weir and wanted to avoid incurring costs for its maintenance, consequently, it accepted the idea of removing it.

The fact that the company owned the meadow opposite the site was a chance to restore the flood storage zone and to reduce the flood risk for the factory. In addition to removing the Plis weir, the final project included filling in the factory leat to improve access to the wastewater-treatment plant, bypassing the Courtieux stream to avoid the industrial site and the creation of a wetland in the meadow opposite the site. SCA Tissue France decided in favour of the project given that it was economically beneficial for site operation and corresponded to its environmental values.

The work took place in three phases:

The gates, concrete glacis and spillway were removed. The factory leat and part of the low-water channel upstream of the weir were dredged. The island downstream of the factory channel was eliminated to enable a distribution of flows similar to that prior to the works.

The future riverbed was dug out, the banks were graded to a slight slope and replanted. The former bed was filled in with landfill from the new bed. The bunds along the banks were removed to create a wetland and the section of the lot along the Iton was cleared.

The factory channel was filled in with the landfill from the meadow. The banks along the industrial site were reinforced with sheet piles to protect the buildings. The outlet of the wastewater-treatment plant, originally in the factory channel, was extended to the Iton.

Monitoring surveys and results

Edit project overview to modify the Monitoring survey and results.


The pre works monitoring done in 2012 dealt with the biological (benthic macroinvertebrates) and morphological (topographic surveys of the long and cross profiles, sedimentation levels) compartments. The first survey after the works in 2015 (n+1) dealt with the morphological compartment (topographic surveys of the long and cross profiles, water depths, substrates and current velocities) at four points along the riverbed and the flood plain, in a zone stretching 400 metres upstream and downstream of the former weir. The monitoring programme is scheduled to continue for two more years (n+2 and n+3).

This project opened and restored 800 metres of the Iton (though there remain five structures downstream and 200 upstream) and restored 600 metres of favourable habitats for category-1 species thanks to the elimination of the impounded reach. Sediment transport was previously blocked by the weir, but has now been restored. The restoration of the meadow provides the river with a flood expansion zone and would appear to be a potential habitat for the yellow-bellied toad, whose presence has been observed near the site. One year after the works, the hydromorphological studies on the Iton at the site of the former weir revealed a modification in the long profile with a drop of 25 centimetres in the water level upstream and an increase of 25 to 30 cm downstream. In economic and flood-security terms, the project is beneficial for SCA Tissue France in that the firm succeeded in protecting its installations from the river and avoided maintenance costs. The risk of accidental pollution was reduced by returning the Courtieux stream to the talweg and by filling in the factory channel. However, due to the small amount of available land, the new bed of the Courtieux stream is straight and the banks could not be planted as planned. The drop in the water level indirectly damaged the foundations of the industrial installations along the river by exposing them to freezing temperatures. That being said, SCA Tissue France and its partners consider the project a success because it met both the economic and ecological objectives, thanks to the technical support from Saviton and the implication of the industrial company.

Lessons learnt

This case study hasn’t got any lessons learnt, you can add some by editing the project overview.


Image gallery


The meadow after restoration of the wetland (2014) (SCA Tissue France).
Filling in the factory leat following the removal of the Plis weir (2014) (SCA Tissue France).
The Plis weir in 2014 (SCA Tissue France).
ShowHideAdditionalImage.png


Catchment and subcatchment



Site

Name
WFD water body codes FRHR259
WFD (national) typology
WFD water body name
Pre-project morphology
Reference morphology
Desired post project morphology
Heavily modified water body No
National/international site designation
Local/regional site designations
Protected species present Yes
Invasive species present No
Species of interest brown trout, grayling, bullheads, stone loach, eels and brook lamprey
Dominant hydrology
Dominant substrate
River corridor land use
Average bankfull channel width category 10 - 50 m
Average bankfull channel width (m) 1717 m <br />0.017 km <br />1,700 cm <br />
Average bankfull channel depth category
Average bankfull channel depth (m)
Mean discharge category 1 - 10 m³/s
Mean annual discharge (m3/s) 3.73.7 m³/s <br />3,700 l/s <br />
Average channel gradient category Less than 0.001
Average channel gradient 0.0002
Average unit stream power (W/m2) 0.426892941176470.427 W/m² <br />


Project background

Reach length directly affected (m) 200200 m <br />0.2 km <br />20,000 cm <br />
Project started 2014/01/01
Works started
Works completed
Project completed 2014/12/31
Total cost category 100 - 500 k€
Total cost (k€) 359359 k€ <br />359,000 € <br />
Benefit to cost ratio
Funding sources Seine-Normandie water agency (80%), SCA Tissue France (20%)

Cost for project phases

Phase cost category cost exact (k€) Lead organisation Contact forename Contact surname
Investigation and design
Stakeholder engagement and communication
Works and works supervision
Post-project management and maintenance
Monitoring



Reasons for river restoration

Mitigation of a pressure Pollution incident, Barriers to fish migration
Hydromorphology Continuity for organisms, Continuity of sediment transport, Quantity & dynamics of flow
Biology Fish: Abundance, Fish: Species composition
Physico-chemical
Other reasons for the project Reduce the risks of accidental water pollution and of flooding, Renaturalise the Courtieux stream


Measures

Structural measures
Bank/bed modifications Dam removal, Dredging of channel, Removal of island, Riverbed dug out
Floodplain / River corridor Replanting of banks, removal of bunds, Reinforcing of banks
Planform / Channel pattern
Other
Non-structural measures
Management interventions extension of water treatment outlet
Social measures (incl. engagement)
Other


Monitoring

Hydromorphological quality elements

Element When monitored Type of monitoring Control site used Result
Before measures After measures Qualitative Quantitative

Biological quality elements

Element When monitored Type of monitoring Control site used Result
Before measures After measures Qualitative Quantitative

Physico-chemical quality elements

Element When monitored Type of monitoring Control site used Result
Before measures After measures Qualitative Quantitative

Any other monitoring, e.g. social, economic

Element When monitored Type of monitoring Control site used Result
Before measures After measures Qualitative Quantitative


Monitoring documents



Additional documents and videos


Additional links and references

Link Description
http://www.onema.fr/sites/default/files/pdf/afb rex r1 itonscatissue gb v3.pdf All information on this page is copied from the AFB, The French Agency for biodiversity.

Supplementary Information

Edit Supplementary Information