The Lower River Roding Regeneration
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Transcript of The Lower River Roding Regeneration
The Lower River Roding Regeneration
Joanna Gray MICE, Jennifer Hawkes ALI & Peter Martin MLI
Halcrow, Waltham Cross, UK
Keywords
biodiversity; flood defence/management;
habitat; landscape; regeneration; river;
sustainability; urban development.
Correspondence
Jennifer Hawkes ALI, Halcrow, Waltham Cross,
UK. Email: [email protected]
doi:10.1111/j.1747-6593.2008.00109.x
Abstract
The Lower River Roding Regeneration (LRRR) project was funded by the Office
of the Deputy Prime Minister (ODPM) with a contribution from the Environ-
ment Agency and was charged with achieving environmental and social gains
along the highly urbanised lower 4.4 km of the River Roding. The funding
allowed d1.5 million for all elements of work within a 2-year-period. Of the
four sites constructed, two allowed significant river restoration to be achieved:
Creekmouth Open Space and Frogmore Frontage. In the former, an existing
flood defence was set back to create a tidal backwater. In the latter, a concrete
river wall was demolished and a graded riverbank was created. A total of 1 ha of
new saltmarsh was created on these two sites. The project demonstrates how
multiple objectives of river restoration, flood defence, habitat creation, im-
proved public amenity and urban regeneration can be achieved in an industrial
urban area.
Introduction
The River Roding rises in Molehill Green and flows
through Essex and east London, where it enters the tidal
Thames via Barking Creek. The Lower River Roding
Regeneration (LRRR) project was charged with the
task of assessing the final 4.4 km of the River Roding
and Barking Creek, of which the final 3 km are tidal,
for opportunities to achieve the multifaceted aims of
sustainability. For the purposes of the project, sustainable
projects were defined as those that delivered improve-
ments to ecology, green transportation infrastructure and
education related to sustainable living. This lower section
of the River Roding is surrounded by a highly urbanised
landscape with large zones of industrial and commercial
use and is largely contained by sheet piled or concrete
river walls with occasional expanses of reedbeds and
mudflats. Of the approximately 40 projects identified for
potential works, five were taken to the level of detailed
design and four were successfully implemented within
the timescales and budgets allowed.
Project background and information
The LRRR project was primarily funded by the Office of
the Deputy Prime Minister (ODPM) via the Sustainable
Communities Fund and part funded by the Environment
Agency for flood defence improvements. A number of
groups formed a steering committee, which guided the
project through its lifetime: the Environment Agency, the
London Borough of Barking and Dagenham, the London
Borough of Newham, the ODPM and the Thames Gate-
way London Partnership. Halcrow Group Ltd. were em-
ployed as lead consultants on the project and J. Breheny
acted as the main contractor.
Each of the four sites that were constructed as part of
the LRRR project (see Fig. 1) are unique and achieve
different objectives related to sustainability. At the con-
fluence with the River Thames, Creekmouth Open Space
is a site where works have transformed a flat expanse of
grassland with obstructed outward views and a low point
in the existing flood defence into a gently undulating
open space with expansive views over Barking Creek and
the River Thames, a rich intertidal habitat, a set-back
flood defence embankment, an improved public en-
trance, footpaths and seating areas.
Further upstream, the works at Cuckold’s Haven en-
hanced a small area of open space by providing an
alternative entrance, a dynamic seating area overlooking
mudflats and a tidal weir and information boards in-
tended to educate the public on the historic heritage and
ecological importance of the site.
On the opposite bank at Frogmore Frontage, there was
a low point in the existing concrete flood defence wall and
a footpath across the site that was convoluted and unsafe.
The opportunity was taken to remove the existing hard
Water and Environment Journal 22 (2008) 297–303 c� 2008 The Authors. Journal compilation c� 2008 CIWEM. 297
Water and Environment Journal. Print ISSN 1747-6585
defence and construct a new flood defence embankment,
which follows a gentle gradient from the riverbed to the
new footpath on the top with views across the river and
restored intertidal habitat as well as clear views across the
site.
Finally, at Mill Pool, works were carried out to improve
an existing urban seating area by raising levels to provide
clear views over the River Roding, comfortable seating
and historic information about the site.
Each site was unique in the challenges faced and
objectives achieved. The two most interesting sites with
regard to river restoration were Creekmouth Open Space
and Frogmore Frontage.
Creekmouth Open Space
The site
Creekmouth Open Space is a 2.6 ha area of grassland on
the site of the Barking Barrier that forms part of the tidal
Thames flood defences. The site was largely a level
expanse of grass with sheet-piled river walls along ap-
proximately 70% of the river frontage with a low bund
forming the remaining flood defence line (see Figs 2 and
3). The crest of this bund formed a low point in the flood
defences, placing the surrounding properties at risk. From
a social point of view, this site was the only open space
within a mile and suffered from poor pedestrian access
along a tarmac access road with little visual interest and
no opportunity for people to interact with the river or the
habitat of the area. Interesting views up the Thames were
obstructed because of low ground levels and high flood
defence walls. These problems provided the opportunity
for the project to address issues of river restoration,
improved flood defence, habitat creation and public inter-
action in a single project.
The works
At Creekmouth Open Space, today, visitors walk into the
site by a newly created entrance, up a footpath and across
the site towards one of two raised seating areas. The
riverside edge of the footpath forms the crest of a set-back
flood defence embankment for a portion of its length. This
embankment falls away into a tidal backwater populated
by reeds and sea club rush. Further along the path, visitors
walk along the base of a gently rising hill to a seating area
where one can enjoy views of the Thames’ mudflats and
resident wading birds (see Fig. 4 for an aerial photo of the
site).
Fig. 2. Looking across the site towards the Barking Barrier.
Fig. 3. Looking upstream from the Barrier.
Mill Pool
Cuckold’s Haven
Frogmore Frontage
Creekmouth
Open Space
River Thames
Fig. 1. The four constructed sites along the River Roding.
Water and Environment Journal 22 (2008) 297–303 c� 2008 The Authors. Journal compilation c� 2008 CIWEM.298
Lower River Roding Regeneration J. Gray et al.
Technical information
Engineering
This set-back flood defence line was constructed to current
height requirements with an additional 500 mm freeboard
to allow for the possibility of rising sea levels. A soil seepage
analysis was carried out and recommended that a 500-
mm-thick clay blanket cover the embankment structure
and intertidal area. A toe drain was constructed to capture
any small amounts of seepage that were anticipated to
filter through the blanket structure. Ground contamina-
tion was discovered during survey works, resulting in the
requirement that a minimum of 500 mm inert layer was
placed over all areas of cut and fill. Thus, the clay blanket
fulfilled dual purposes of sealing in contaminants and
solidifying the flood defence. All excavated material were
re-used onsite. The majority of soil from the backwater
construction was used to form a low hill allowing for views
over the surrounding landscape.
Once the new line of flood defence was intact, the
existing wall was breached. The mouth of the backwater
was designed with gentle slopes to reduce the risk of
scour. A brushwood revetment structure was constructed
across the mouth in the form of a brushwood blanket and
on the slopes in the form of parallel lines of brushwood
terracing. These brushwood features were fastened into
place with deep timber stakes and planted with several
thousand plug plants. This structure was designed to
capture silt and stabilise the mouth of the backwater (see
Fig. 5 for a photo and Fig. 6 for a plan of these works).
Ecology
Habitat creation and river restoration were key to the
success of this project. The design of the restored river
habitat was carried out in careful consultation with fish-
eries and ecology experts within the Environment
Agency and Halcrow. Every aspect of the public realm
Fig. 4. Aerial photo of Creekmouth Open Space
after construction.
Fig. 5. Brushwood blanket and terraces.
Water and Environment Journal 22 (2008) 297–303 c� 2008 The Authors. Journal compilation c� 2008 CIWEM. 299
Lower River Roding RegenerationJ. Gray et al.
and engineering design was considered in detail to ensure
that the best environmental outcomes were realised.
The backwater was constructed to ensure that inverte-
brates, fish and birds particularly would benefit from the
works (see Fig. 7). As the habitat that occurs between
mean high water spring (MHWS) and mean high water
neap (MHWN) is rich in diversity (Nottage & Robertson
2005, p. 29–30) and rare along this river corridor, it was
decided that an aim of the project should be to maximise
its creation. This was achieved by designing the levels
such that the minimum level of the backwater was at
MHWN with slopes with a maximum gradient of 1 : 10
and a minimum gradient of 1 : 100. The backwater was
constructed to drain to the breech to eliminate the risk of
fish entrapment as tides recede. Gravel beds were placed
in areas along the line of MHWS to increase the habitat
potential for invertebrates. It was a win for sustainability
on site that these gravels were discovered during excava-
tion and were able to be stored and re-used for this
purpose.
The marginal plug planting that was carried out along
the brushwood revetment provides a good example of
using locally sourced native vegetation. Early on in the
Fig. 6. A plan detailing the construction of the brushwood revetment structure.
Fig. 7. The tidal backwater at high tide.
Water and Environment Journal 22 (2008) 297–303 c� 2008 The Authors. Journal compilation c� 2008 CIWEM.300
Lower River Roding Regeneration J. Gray et al.
project when it became clear that the existing river bank
was going to be breached, a team arrived onsite and
collected over 6000 plants, primarily sea club rush (Scirpus
maritimus) and common reed (Phragmites australis), which
were grown during the winter months. Seed was also
collected and stored for later use. These plants were then
planted on the finished site and seeds were scattered, thus
giving the local seed bank a head start in the process of
establishment. It was also decided that, where planting
was not required for engineering purposes, large areas
were to be left unplanted to allow the habitat to establish
naturally over time.
Views could be opened up to the river and mudflats
without increasing the risk of disturbing local wildlife.
This was achieved by constructing a hillock set back from
the flood defence wall and with gentle slopes, offering a
high vantage point for viewing but at a safe distance from
sensitive habitats.
Lastly, a small area of native shrub planting was
established adjacent to the backwater to provide food
and refuge for birds who might feed within the backwater
area or adjacent grasslands and a wildflower meadow mix
was seeded over most of the site. Recently, a pair of
avocets was seen feeding in this area.
Regeneration
This open space sits on the cusp of the Thames Gateway
and is likely to see many changes in the future, including
the possible construction of the Thames Gateway Bridge,
new housing developments and the extension of the
Docklands Light Railway. Therefore, the works on site
were seen as an opportunity to mark the beginning of
regeneration in the area. Regeneration on this site oc-
curred in the form of improved public access and circula-
tion, opening up of the river for bird watching and other
hobbies and inviting greater interaction with local wildlife
and habitats. This would not have been possible without
support form the Environment Agency to transform an
operational open space into a demonstration of what can
be achieved by setting back flood defences.
Frogmore Frontage
The site
Frogmore Frontage is located immediately upstream from
the A13 road bridge. The existing site was characterised by
concrete flood defences in a poor repair state, level
expanses of grass and the convoluted route of a riverside
footpath winding around concrete walls and railings (see
Fig. 8). The presence of walls and other barriers made for a
feeling of danger for pedestrians and created areas for
antisocial behaviour to occur. Beneath the A13 bridge,
the concrete river wall returned at a right angle and
became a retaining wall for the site, leaving the area
beneath the bridge as a gentle riverbank, which was also
a low point in the flood defences. The site was owned by a
private company with an interest in improving the exist-
ing poor flood defences.
Technical information
Engineering
The construction of a new flood defence on this site
required many of the same methods as those used at
Creekmouth, with some new challenges. On this site, a
set-back flood embankment was also constructed, again at
the required level with a 500 mm freeboard. However, a
clay core was keyed into the embankments due to the
limited mass of land behind the structure. Seepage analy-
sis, based on a worst-case scenario flood event, assisted in
recommending the size of the core required, and recom-
mended that a toe drain be constructed to capture any low
levels of seepage. The land also carried high levels of
contamination, which required all cut surfaces to be
covered by a 500 mm layer of inert soil. Unfortunately,
due to space constraints onsite, cut material was removed
from the site for disposal.
Once the new defence was constructed, the existing
wall was cut with diamond drills and demolished. The cut
was made at the line of MHWN and gently angled,
following the finished levels to meet the upstream de-
fences (see Fig. 9).
To ensure the stability of the new banks and address
concerns about scour occurring between the hard and soft
defences, rock rolls were installed in the interface be-
tween the wall and the embankment. In addition, lines of
Fig. 8. Frogmore Frontage before works being carried out.
Water and Environment Journal 22 (2008) 297–303 c� 2008 The Authors. Journal compilation c� 2008 CIWEM. 301
Lower River Roding RegenerationJ. Gray et al.
brushwood fagots were fixed to the new slopes using
timber stakes and planted with plugs to assist in stabilising
the new structure (see Fig. 10).
Ecology
As at Creekmouth, ecological gains through river restora-
tion were paramount to the success of this project, and
work was carried out in consultation with a number of
experts. To maximise habitat creation between MHWS
and MHWN, slopes were constructed at a 1 : 5 gradient,
becoming 1 : 3 above this zone to allow the appropriate
height bank to be constructed. Brushwood was used to
encourage siltation and the creation of saltmarsh. Native
species collected from Creekmouth were used for all
marginal planting.
Along the retained section of river wall, where this site
meets upstream flood defences, the opportunity existed to
construct a kingfisher nesting site. This was carried out by
diamond drilling a small hole into the concrete face and
backfilling behind the hole with compacted sand and a
small amount of concrete. This was then surrounded by
and covered with inert soil and seeded.
Regeneration
Frogmore Frontage is highly visible to those driving on
the A13 and is very close to the historic site of Barking
Abbey and the Mill Pool. Footpaths constructed provide
improved access to the riverbank but also tie into footpath
improvements further upstream. It has the potential to be
included in various river walks or circular walks around
the London Boroughs of Barking and Dagenham and
Newham, highlighting the river landscape and ecology.
Therefore, it is hoped that the works on this site to
improve ecology, flood defence and public use for walking
and cycling will be a stepping stone in the process of
regeneration in the area.
Other improvements to the site include improved ac-
cess to the river (see Fig. 11) and clear views to Cuckold’s
Haven Open Space on the opposite bank. The new flood
defence will present reduced maintenance costs to the
owners and a long-term solution to flooding in the area.
Discussion
In the summer of 2007, the Environment Agency’s
Thames Region carried out a study to assess fish utilisation
Fig. 9. Frogmore Frontage a few weeks after construction was com-
pleted.
Fig. 10. A construction section from the river’s edge (left) across the flood defence embankment.
Fig. 11. A photo of the finished site looking downstream.
Water and Environment Journal 22 (2008) 297–303 c� 2008 The Authors. Journal compilation c� 2008 CIWEM.302
Lower River Roding Regeneration J. Gray et al.
of the restored riverbanks on these two sites. The main
findings confirmed that a number of fish were utilising
the restored habitat on both sites. It concluded that
Small size restored intertidal habitat within heavy
urbanised estuaries can function as relic marsh and
provide a successful nursery and feeding grounds for
juvenile fish. These fragmented habitats also help
establish an intertidal migratory corridor through
rivers, safeguarding fry from the high flows found in
the central channel (Gray 2007, p. 5).
In addition, through these two projects, approximately
1 ha of new saltmarsh was created. This is a habitat that is
subject to a Biodiversity Action Plan (Joint Nature Con-
servation Committee 2007). The successful creation of
saltmarsh on these sites has assisted the Environment
Agency in meeting current targets for BAP habitat crea-
tion in the Thames Estuary.
Conclusions
(1) The LRRR exemplifies how joined-up working be-
tween different bodies can enable sufficient funding and
impetus to achieve multiple objectives through careful
consultation, design and implementation on confined,
contaminated sites in an urban setting.
(2) It demonstrates how environmental enhancement
opportunities can be maximised on small sites with great
benefit to the environment and to the public.
References
Gray, J. (2007) Fish utilisation of restored intertidal habitats
in a tidal backwater of the Thames estuary. M.Sc. Thesis,
Kings College London, London, Unpublished and
provided digitally by the Environment Agency’s Thames
Region.
Joint Nature Conservation Committee. (2007) UK Biodiversity
Action Plan [online]. http://www.ukbap.org.uk/habitats.
aspx [accessed 20 September 2007].
Nottage, A.S. and Robertson, P.A. (2005) The Saltmarsh
Creation Handbook: A Project Manager’s Guide to the Creation
of Saltmarsh and Intertidal Mudflat. The RSPB/CIWEM,
Sandy/London.
Water and Environment Journal 22 (2008) 297–303 c� 2008 The Authors. Journal compilation c� 2008 CIWEM. 303
Lower River Roding RegenerationJ. Gray et al.