Building with Nature - Natuur en Milieufederatie Groningen

Building with Nature
Innovation program 2008-2012
Jan van Dalfsen
Deltares
Samen investeren in de Eems-Dollard
Nieuweschans, 1 December 2011
Engineers dream, biologist’s nightmare?
enhanced Afsluitdijk?
Happisburgh, UK
Mississippi Delta
Deep Water Navigation Channel
Yangtze Estuary, China
Biologists and engineers have a different
view on the world…..
Beautiful habitat!  My god, this dike needs to be improved!
PARADIGMA SHIFT
What can we do for nature?
What can nature do for us?
Building with nature?
can we let
nature do part
of the work ...
young
youngdune
duneformation
formation
while creating new
new opportunities
for itself?
Delfland sand engine
Buiding with Nature
Concept & Principles
… a philosophy …
use the
dynamics of the natural ecosystem
while working on
(water-related) infrastructure
to add new nature
… a mission …
show that it is possible:
developing infrastructure
and at the same time
creating opportunities for
nature
Experiences and trends in the market of dredging &
construction
Initiation
• Complex society, complex projects
• Restrictive environmental legislation
• Long lasting procedures
Design
• More responsibility with contractor
• Mitigation measures or compensation plans
• Protecting sensitive environments, integrated approach
Realisation
• Extensive environmental management plans and extensive monitoring
requirements
Building with Nature
Initiative of the Dutch dredging industry (Boskalis & Van Oord)
How can advanced knowledge about ecosystems and cause-effect
relationships be made available and generally applied?
• lead to more appropriate ecological norms and standards
• identify ecological opportunities for large, infrastructural
projects in natural systems,
• increase social and political acceptance of these projects
The goal is to encourage a more “pro-active” approach to project
design rather than a “reactive” approach to
legislation and EIA procedures.
consortium
INDUSTRY
dredging firms
consultancies
offshore industry
NGO’s
GOVERNMENT
I&E – DG Water
I&E – Rijkswaterstaat
Municip. Dordrecht
~30 mio
RESEARCH INST.
Deltares
IMARES
Alterra
2008-2012
ACADEMIA
TUD/UT/WUR
NIOZ
NIOO-CEME
Process
•Numerical modeling
•Laboratory studies
•Field studies
Field sites
Test
proof principle
Small-scale pilots
researchers consultants
builders
vision on delta
development,
judicial & political
environment
10-20 yr
cycle
incentives &
alliances
monitor,
analyze
and adapt
system
managers
Conceptual
design
•Holland sandy
coastal defense
•Noordwaard-case
Real scale
application
Embedding in policies,
programs and project process
Continuum of concepts
Soft solutions
Hybrid hard-soft mix
non tidal/ tidal
more space, no dike
flexible and cost-effective
Hard solutions
less space, dike
less flexible, extra investment
Galgeplaat
shoal nourishment
Delfland coast
Sand Engine
ES: oyster reefs
as shore protection
‘rich levee’
IJsselmeer
foreshore nourishment
Markermeer eco-levee
Noordwaard: willow
forest foreshore
Eastern Scheldt
underwater garden
focus on ecosystem
functioning
focus on infrastructure
development
4 Examples
Nature incl. design
Eco-engineering
Example 1
Sand Engine Delfland
Pilot Sand Engine Delfland:
100-150 ha, 21,5 mln m3
• One Mega Nourishment vs long term annual
nourishment schemes
• Minimum impacts on ecosystem
• Natural redistribution of sand along coastline
• Smart design to promote nature
development
• Innovative: Engineers and ecologists team up
• Are we able to predict? Are we able to
manage?
Artist impression of development – not based on science
Example 1
15-03-2011
11-05-2011
28-03-2011
09-08-2011 (One month after completion)
Example 1
Rapid changes of morphology
Sand Engine Delfland: Where are we now?
26-07-2011
09-08-2011
09-08-2011
09-08-2011
Vegetation
09-08-2011
• Major changes in first weeks after completion
• Baseline monitoring 2012-2016 in place,
extension foreseen
• Pilot experiment attracts lot of attention
• Coastal Zone Management interest
• Research interest (De Vries, De Schipper)
• Role model for public/private collaboration on
innovations in CZM
Gelobte melbe – very rare
Wadden Sea Soft Safe Dike:
saltmarsh/dune/dike hybrid solution
Example 2
Scale:
500 m wide
30 km length
Debate:
Technical feasibility
cost- benefits
conflicts with Natura 2000
Example 3
Innovation: green wave damping
Clay dike
dike ‘fort Steurgat’
will be lower than
traditional design
11.0
HS0
1.00
VF000
10.0
0.90
VF070
9.0
0.80
VF240
8.0
We garantee
80% wave reduction
Wave Height (m)
VF490
Wave reducing
willow-tree plantations
Low cost - low tech
Deltares concept and design has been officially
approved as primairy barrage with a 1/2000 safety
level and will be integrated in a 300 MEuro project
RWS-RVR, Waterschap Rivierenland, Deltares
0.70
0.60
7.0
6.0
0.50
5.0
0.40
4.0
0.30
3.0
0.20
2.0
0.10
1.0
0.00
-20
-10
0
10
20
30
40
x (m)
50
60
70
80
90
0.0
100
Ground level (m) NAP
1.10
Example 4
Coastal protection with oyster reefs
• Involves use of eco-engineers to mitigate erosion
of tidal flats in Eastern Scheldt
• Ecosystem engineers such as reef building
oysters can protect tidal flats from erosion, reduce
wave energy, trap sediment, form diverse habitats,
…and protect dikes
• The use of oyster reefs is successful if they are
self-sustainable and stabilize tidal flats
erosion
Example 4
Aim: Reduce erosion of intertidal areas
1. testing of different materials and cages in small-scale
experiments => use of gabions most promising
2. small scale pilot June 2009: gabions filled with oyster shells
Schanskorven gevuld met oesterschelpen
8m
2m
4m
1m
2m
6m
6m
12m
100 m2
11000 kg oyster shells
laagwaterlijn
1m
6m
6m
12m
Example 3
Large-scale experiments (2010)
3 reefs, 400 m3 oyster shells each
Example 3
Oyster reefs: Where are we now?
• Small-scale pilot positively evaluated
• Gabions with oyster shells stable
• Local sedimentation / reduced erosion
• Oyster larvae settle & grow on reef
• Lage-scale pilot realized in 2010
• In 2011: Less spat than envisaged
• Morphological effects evident during
storm events!
22 Sep 2009
Settled oyster larvae
28 Sep 2010
BwN & the Ems-Dollard Estuary
Nature
Building
BwN
Society
Problems
Human have influenced the estuary over a long time,
but since 50 (100) years at the scale of the whole estuary
Situation 1926: Herrling & Niemeyer, 2008
Situation 2002: Deltares, 2010
The main channel diameter is at present too large irt the total
tidal water flux, while as a result of the canalisation and
deepening its currents have increased
The tidal amplitude is asymetrical, resulting in a net silt import.
Due to the high currents this is continously brought into
suspension, causing high turbidity and low O2 levels
Small interventions will not succeed in recovery
But: its Natura 2000 area!
Ems- Dollard: options
To reverse the current situation the channels should
be narrowed and more rough: less deep is yet no
option.
Additional the mudflat area should be increased
BwN soft solutions need space (and time), cost effective
hard solutions are less flexible, extra investments, direct
Natura 2000 limits solutions in the estuary itself
so options could also be sought at the yet fixed the borders
focus on the condition of the Ems-estuary
 seek win-win-win  no net loss is too meagre
substantial improvement of condition:
• nature
• biodiversity
• safety
• maintenance Ems and harbors
Mogelijke oplossing 1: Geulwandsuppletie
met verhoging van de ruwheid van de geul
Voordelen:
- verkleining getijhoogten, snelheden & ?-asymmetrie  minder
slibbezwaar (?); extra eb- en
vloedscharen
- minder baggertransport.
Huidige baggeractiviteiten ca. 7 Mm3/jr
Mogelijke oplossing 2: uitbreiding
intergetijde plaatareaal (in combi met 1)
Voordelen:
- invloed op getijasymmetrie
(aanvullend: zoetstroom beinvloeden?)
- minder slibbezwaar
- meer plaatareaal  natuurlijker
Keileem
Oplossing 3: Kwelderwal voor Delfzijl
als voorbeeld van een hybrid soft oplossing
Marconi werkatelier 24-3-2011
Segmenten in de zeekering Delfzijl
Voolhok
Schermdijk
Voolhok: condities voor kwelderwal met kwelderwerken ongunstig vanwege geul
Concept kwelderwal
Huidige
schermdijk
Overhoogte
dus voldoende
veilig
Huidige dijk wordt
„ingepakt‟
Kwelderwal is begroeid en
levert meerwaarde voor
landschap, recreatie en
natuur
Kwelderwal
Zand en/of klei
Nieuwe
kwelder
Kwelder beschermt ‘wal’
onder normale condities,
dus minder onderhoud
Kwelder levert
slibberging en slibvang,
natuurwaarde
Ecologische potenties kwelderwal
60
hectare
+7.35
aanleg
groei 2060
+5.50
0
1
+7.67
2
+7.69
+5.67
3
+4.34
Voldoende veilig geen
versterking nodig
4
+8.44 +8.53 5
+8.56
• Robuuste bijdrage aan buffer voor ZSS en klimaatverandering
• Toevoeging diverse zachte intertidale habitats in systeem gedomineerd
door harde kusten.
• Toevoeging primaire productie in kwelder en nieuw intergetijdegebied
• Hoogwatervluchtplaats vogels en vastlegging nutrienten, slib en CO 2
• Waarde voor veiligheid en natuur en landschap en recreatie (4 x win!)
Focus op condition Ems-estuary
 win-win-win situatie seems possible:
1) substantial improvement of condition Ems-estuary
situation Ems 1936
2) reduction of tidal amplitude and currents
Safety: Deltaprogramma Waddengebied
3) changes in tidal asymetry and reduction of siltation:
Rijke Waddenzee
4) limitations for shipping ???
Conclusions
Challenges for sustainable development of
surface water infrastructure
• BwN solutions are available and realistically feasible
- Multi-disciplinary collaboration & stakeholder interaction pays off!
• Key challenge: Application in real-world projects
- BwN solutions should be competitive ($$$)
- BwN solutions should be embedded in regulatory systems
- Procedure to assess robustness during extreme conditions
- Responsibility for keeping BwN solution in condition
- BwN solutions should be incorporated as adequate alternative in
early stages of project development / design cycles
• Demands strong involvement of government policy,
regulation and agency practices
Conclusions II
• They are generic and pratical
• They are cost effective
• They fit within legal constraints
• They have been realized with numerous partners from
government, engineering, construction and research
organizations
So far: BwN received very positive attitude from dredgers, the client &
authorities.
Without this: no Pilots at all!
Guiding principle BwN after 2012
From
“Show that it Works”
To
“Make it Happen”