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Almere 2.0 floodproof - Delta Interventions

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1<br />

<strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong><br />

An integral approach to the balance<br />

between measures on different layers<br />

of multi-layer safety<br />

P2 presentation<br />

1st mentor: E. Brandes<br />

2nd mentor: F.L. Hooimeijer<br />

External examinor: Ir. F.W.A. Koopman<br />

PBL internship mentors: J. Knoop & L. Pols<br />

25-01-2013 | Myrthe Vermoolen |<br />

<strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


2<br />

Content<br />

Motivation/Problem statement<br />

Aim<br />

Research questions & Methodology<br />

Research outcomes<br />

Alternatives for the Southern Flevopolder<br />

Framework for comparative assessment<br />

Next steps


Problem statement<br />

In the NL there is a task for water safety<br />

And aslo a task of densification in the Randstad and major cities<br />

These 2 tasks overlap in <strong>Almere</strong><br />

3<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong><br />

PBL (2011). Climate adaptation in the Dutch delta: Strategic options for a climate-proof development of the Netherlands. Den Haag: PBL Netherlands Environmental Assessment Agency.


Urban growth and urban pressure<br />

4<br />

De Jong, A. & Van Duin, C. (2011). Regionale bevolkings- en<br />

huishoudensprognose 2011–2040: sterke regionale contrasten. Den<br />

Haag/Bilthoven: CBS/PBL.<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Urban pressure: Schaalsprong <strong>Almere</strong> <strong>2.0</strong><br />

5<br />

Gemeente <strong>Almere</strong> & MVRDV (2009). Concept structuurvisie <strong>Almere</strong> <strong>2.0</strong>. <strong>Almere</strong>: Gemeente <strong>Almere</strong>/MVRDV.<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


6<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Flood risk<br />

Confirmed by other studies<br />

7<br />

De Bruijn, K. & Klijn, F. (2009). Risky places in the Netherlands: a first<br />

approximation for floods. Journal of Flood Risk Management, 2: 58-67.<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Traditional flood control policies<br />

Historically we know different ways to cope with water (mounds,<br />

compartmentalization by levees; Van Dam, 2012)<br />

This has however grown into a purely preventive strategy<br />

8<br />

mounds<br />

Van Dam, P.J.E.M. (2012) Amfibische elementen in het omgaan met overstromingen: continuïteit en verandering. Amsterdam: Vrije Universteit.<br />

levees<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Need for alternative policies<br />

Water safety and the urban environment are closely related to each other,<br />

only we forgot to realize that, e.g. in VINEX-neighbourhoods<br />

Katrina (2005): learned that it cán go wrong, also afterward (people who<br />

could not escape, information not available)<br />

9<br />

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Motivation/ cause<br />

Multi-layer Safety (MLS) in:<br />

National Water Plan 2009-2015 (NWP)<br />

<strong>Delta</strong> Programme 2013 (DP2013)<br />

10<br />

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Areas of attention DP2013<br />

areas around the major rivers<br />

parts of the Rhine Estuary-Drechtsteden region<br />

<strong>Almere</strong>; might not be the best location for large scale expansion<br />

11<br />

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Characteristics protection level Flevoland<br />

Robust dikes<br />

12<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong><br />

Bossenbroek, J. C. (2012). Veiligheid Nederland in Kaart 2 - Overstromingsrisico in dijkringgebied 8: Flevoland. Lelystad: Consortium DOT/ Rijkswaterstaat Waterdienst.


Characteristics protection level Flevoland<br />

Robust dikes<br />

Safety standard 1/4.000 (chance of exceedance)<br />

But according to recent study VNK 1/550 (chance of flooding)<br />

There is always a residual risk take a look behind the dike<br />

13<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong><br />

Bossenbroek, J. C. (2012). Veiligheid Nederland in Kaart 2 - Overstromingsrisico in dijkringgebied 8: Flevoland. Lelystad: Consortium DOT/ Rijkswaterstaat Waterdienst.


Look behind the dike: what can go wrong?<br />

Layer 2: impact reduction<br />

Densification; programme<br />

Schaalsprong: +60.000 dwellings<br />

for +160,000 new residents,<br />

100,000 jobs<br />

Imporant infrastructure<br />

Vulnerable and vital facilities<br />

(non-self-reliant citizens, SARAinternet<br />

hub, hospital)<br />

14<br />

Potential social and<br />

economic damage<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Look behind the dike: what can go wrong?<br />

Layer 2: impact reduction<br />

Densification; programme<br />

Schaalsprong: +60.000 dwellings<br />

for +160,000 new residents,<br />

100,000 jobs<br />

Imporant infrastructure<br />

Vulnerable and vital facilities<br />

(non-self-reliant citizens, SARAinternet<br />

hub, hospital)<br />

Compartmentalization by<br />

Knardijk<br />

15<br />

Potential social and<br />

economic damage<br />

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Look behind the dike: what can go wrong?<br />

Layer 3: disaster mitigation<br />

Evacuation Plan Flevoland<br />

Imporant infrastructure: plans to lower A6<br />

Limited amount of bridges<br />

16<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Look behind the dike: what can go wrong?<br />

Layer 3: disaster mitigation<br />

Evacuation Plan Flevoland<br />

Imporant infrastructure: plans to lower A6<br />

Limited amount of bridges<br />

Complex cauliflower neighbourhoods and<br />

access by roundabouts getting out of a<br />

neighbourhood takes at least 24 h<br />

Evacuating the whole Southern Flevopolder<br />

takes at least 60 – 150 hours (6 days), while<br />

warning time and time for preparation is<br />

max. 2 hours<br />

17<br />

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Research Questions | MRQ<br />

What is the best balance between interventions in the<br />

built environment that enhance physical water safety<br />

now and in the future in the Southern Flevopolder?<br />

18<br />

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Look behind the dike: what can we do?<br />

Current pilot studies for MLS are very strategic, large scale<br />

what could it actually really look like?<br />

19<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Look behind the dike: what can we do?<br />

Current pilot studies for MLS are very strategic, large scale<br />

what could it actually really look like?<br />

20<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Research Questions | SRQs<br />

What is the best balance between interventions in the<br />

built environment that enhance physical water safety<br />

now and in the future in the Southern Flevopolder?<br />

1. Which urban and spatial factors influence physical water safety?<br />

2. Which interventions in these factors can reduce flood risk?<br />

3. To what extend can different types of interventions be distinguished?<br />

21<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Methodology | SRQs<br />

1. Which urban and spatial factors influence physical water safety?<br />

2. Which interventions in these factors can reduce flood risk?<br />

3. To what extend can different types of interventions be distinguished?<br />

Literature review (paper)<br />

Case studies<br />

22<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Case studies<br />

Amsterdam | IJburg Haveneiland - Steigereiland<br />

Zuidplaspolder | Westergouwe, Gouda<br />

Zuidplaspolder | Pilot study Moordrecht<br />

23<br />

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24<br />

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Research Questions | SRQs<br />

What is the best balance between interventions in the<br />

built environment that enhance physical water safety<br />

now and in the future in the Southern Flevopolder?<br />

4. What is the specific context of the proposed measures,<br />

25<br />

and how can they be translated to several alternatives for the context of the<br />

Southern Flevopolder?<br />

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26<br />

OUTSIDE POLDER<br />

NOT AN OPTION<br />

TEMPORARY AND<br />

UNPREDICTABLE:<br />

HARD TO TAKE INTO<br />

ACCOUNT WHEN<br />

DESIGNING<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong><br />

Infrastructure<br />

requirements<br />

are same


Smart combinations of interventions favored alternatives<br />

0-alternative: What happens when it goes on with current practice? Pure<br />

prevention + Structure vision <strong>Almere</strong> <strong>2.0</strong><br />

Alternative 1: Superdike + compartmentalization (advice Asselman & Alberts, 2008)<br />

Alternative 2: Dike with controllable inlet + directing water through polder<br />

Alternative 3: Water retaining landscapes<br />

Alternative 4: Evacuation of citizens, <strong>floodproof</strong>ing vulnerable & vital functions<br />

(advice Ruitenbeek, 2012)<br />

27<br />

Asselman, N. & Alberts, F. (2008). Compartimenteringstudie; casestudie Zuidelijk Flevoland. Delft/Lelystad: <strong>Delta</strong>res/Rijkswaterstaat Waterdienst.<br />

Ruitenbeek, M. (2012). Analyse waterrobuuste inrichting voor nieuwbouw en vitale & kwetsbare functies: concept eindrapport. Royal Haskoning DHV.<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


28<br />

0-alternative: Pure prevention stategy + Structure vision <strong>Almere</strong> <strong>2.0</strong><br />

Pros and cons:<br />

+ Possibilities for water storage in<br />

Oosterwold<br />

+ Administratively less complex;<br />

separated responsibilities<br />

+ Less expensive?<br />

‒ Less exciting living environments<br />

‒ Less contact with water behind dike<br />

‒ Dependence on construction<br />

IJmeerlijn<br />

‒ Lowering A6 important<br />

evacuation route gone<br />

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29<br />

Alternative 1: (Multifunctional) unbreachable dike +<br />

compartmentalization<br />

Pros and cons:<br />

+ Combination with<br />

compartmentalization reduces<br />

amount of unbreachable dyke<br />

needed<br />

+ Takes away ‘bath tub’ effect<br />

+ Intensification inside safest<br />

compartment unifies split city<br />

+ Current built area also safe<br />

+ Connects to plan DUIN<br />

‒ Expensive?<br />

‒ Some parts too close to existing<br />

dike<br />

‒ Administratively complex (e.g.<br />

DUIN)<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Asselman, N. & Alberts, F. (2008).<br />

Compartimenteringstudie; casestudie<br />

Zuidelijk Flevoland. Delft/Lelystad:<br />

<strong>Delta</strong>res/Rijkswaterstaat Waterdienst<br />

30<br />

Pros and cons:<br />

+ Takes away ‘bath tub’ effect<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Asselman, N. & Alberts, F. (2008).<br />

Compartimenteringstudie; casestudie<br />

Zuidelijk Flevoland. Delft/Lelystad:<br />

<strong>Delta</strong>res/Rijkswaterstaat Waterdienst<br />

31<br />

“Based on a rough estimation of cost and<br />

benefits can be concluded that<br />

compartmentalization without additional<br />

measures is economically seen not an<br />

attractive measure.”<br />

“Bath tub effect”<br />

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32<br />

Pros and cons:<br />

+ Combination with<br />

compartmentalization reduces<br />

amount of unbreachable dyke<br />

needed<br />

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33<br />

Alternative 2: Dike with controllable inlet +<br />

directing water through polder<br />

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34<br />

Alternative 2: Dike with controllable inlet +<br />

directing water through polder<br />

Pros and cons:<br />

+ Contact with the water spatial<br />

quality<br />

+ Link to water nuisance/ heat<br />

problem<br />

‒ In current built area problem of<br />

flood risk still exists<br />

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35<br />

Alternative 3: Water retaining landscapes<br />

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36<br />

Alternative 3: Water retaining landscapes<br />

Pros and cons:<br />

+ Unique living environment <br />

spatial quality<br />

+ Possibilities for water storage<br />

‒ Raising all the infra is expensive and<br />

creates barriers<br />

‒ In current built area problem of<br />

flood risk still exists<br />

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37<br />

Alternative 4: Evacuation of citizens +<br />

<strong>floodproof</strong>ing vulnerable & vital functions<br />

Ruitenbeek, M. (2012). Analyse waterrobuuste<br />

inrichting voor nieuwbouw en vitale & kwetsbare<br />

functies: concept eindrapport. Royal Haskoning<br />

DHV.<br />

“The approach chosen for a water proof organization of a deep inner<br />

dike area is aimed at preventing victims and permanent damage.<br />

People in the area will all be evacuated. By enabling people to stay<br />

temporarily in the flooded area, time is won to be able to evacuate<br />

everyone. Preventing damage to buildings, infrastructure, dwellings etc.<br />

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to reduce the recovery time after the flood.”


38<br />

Alternative 4: Evacuation of citizens +<br />

<strong>floodproof</strong>ing vulnerable & vital functions<br />

Pros and cons:<br />

+ Vital facilities will function during<br />

flood for evacuees<br />

+ Shelters accommodate people<br />

that could not evacuate in time<br />

‒ Raising all the infra is expensive<br />

and creates barriers<br />

‒ Flood duration 1 year <br />

eventually everyone needs to be<br />

evacuated; will they return?<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Besides flood risk, other climate related problems:<br />

Drought and soil subsidence<br />

39<br />

Streng, F. (2012). _MG_3247.jpg [Online]. Retrieved 8 January 2013, from<br />

http://www.flickr.com/photos/28834416@N02/8194200296/.<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Besides flood risk, other climate related problems:<br />

Drought and soil subsidence<br />

Water nuisance<br />

40<br />

Waterschap Zuiderzeeland (2010). Waterbeheerplan 2010-2015 ‘Meer dan water alleen': gedeeltelijke<br />

herziening Waterbeheerplan 2007-2011. Lelystad: Waterschap Zuiderzeeland<br />

Streng, F. (2012). _MG_3247.jpg [Online]. Retrieved 8 January 2013, from<br />

http://www.flickr.com/photos/28834416@N02/8194200296/.<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Besides flood risk, other climate related problems:<br />

Drought and soil subsidence<br />

Water nuisance<br />

41<br />

Waterschap Zuiderzeeland (2010). Waterbeheerplan 2010-2015 ‘Meer dan water alleen': gedeeltelijke<br />

herziening Waterbeheerplan 2007-2011. Lelystad: Waterschap Zuiderzeeland<br />

Streng, F. (2012). _MG_3247.jpg [Online]. Retrieved 8 January 2013, from<br />

http://www.flickr.com/photos/28834416@N02/8194200296/.<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


The problems of a young city<br />

Monotonous, without identity<br />

42<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


The problems of a young city<br />

Monotonous, without identity<br />

Split city, cores divided by too much green<br />

-> lifeless ‘city’<br />

43<br />

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Why MLS?<br />

Focus on prevention: water boards construct and maintain dikes, behind the<br />

dikes planners and urban designers develop land use plans, without<br />

worrying about flood risk;<br />

BUT there is always a residual risk<br />

Heightening dikes not always contributes to spatial quality of an area<br />

44<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


An integral approach<br />

Illustrates the lack of integration between water management and spatial<br />

planning;<br />

Need for tool for planners and designers to ensure this integration.<br />

Current economic climate calls for different role of planner: flexible, no rigid<br />

blue prints<br />

45<br />

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Research Questions | SRQs<br />

What is the best balance between interventions in the<br />

built environment that enhance physical water safety<br />

now and in the future in the Southern Flevopolder?<br />

5. What criteria and indicators can be used to balance the different measures?<br />

46<br />

(for instance spatial quality, flexibility of implementation, cost-effectiveness;<br />

how to operationalize these criteria?)<br />

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Methodology | SRQs<br />

5. What criteria and indicators can be used to balance the different<br />

measures?<br />

47<br />

(for instance spatial quality, flexibility of implementation, costeffectiveness,<br />

governmental complexity, possibilities to link to other<br />

climate challenges; how to operationalize these criteria?)<br />

Literature review (paper)<br />

Interviews with experts (e.g. <strong>Delta</strong>res, RHDHV, Province of Flevoland, Water<br />

board Zuiderzeeland, Gemeente <strong>Almere</strong>)<br />

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Framework for comparative assessment<br />

48<br />

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Research Questions | SRQs<br />

What is the best balance between interventions in the<br />

built environment that enhance physical water safety<br />

now and in the future in the Southern Flevopolder?<br />

6. How do the different proposed alternatives in the Southern Flevopolder score on<br />

the multi-criteria analysis framework?<br />

49<br />

(taking spatial quality, flexibility of implementation and cost-effectiveness into<br />

account?)<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Research Questions | SRQs<br />

What is the best balance between interventions in the<br />

built environment that enhance physical water safety<br />

now and in the future in the Southern Flevopolder?<br />

6. How do the different proposed alternatives in the Southern Flevopolder score on<br />

the multi-criteria analysis framework?<br />

(taking spatial quality, flexibility of implementation<br />

• Insert<br />

and<br />

alternatives<br />

cost-effectiveness<br />

in flood<br />

into<br />

account?)<br />

simulation models <strong>Delta</strong>res<br />

(HIS-SSM/SOBEK)<br />

• Expert panel of architects<br />

and urban designers<br />

Municipality of <strong>Almere</strong><br />

50<br />

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Planning<br />

Up to P2 the emphasis has been on research, done at internship PBL.<br />

Between P2 and P4 this will shift towards the design.<br />

51<br />

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Expected end products<br />

R e s e a r c h<br />

I. Report on the different spatial interventions that reduce flood risk in the three<br />

layers of MLS, which will result into an overview of the measures per layer and scale<br />

level.<br />

II. Investigation on different criteria that should be taken into account when making a<br />

comparative assessment between alternative design solutions of interventions on<br />

different layers of MLS. This will result into a practical framework that can be used<br />

as a tool.<br />

I. A number of proposed alternatives that make the link from theory to practice.<br />

• A general strategy for the planned expansion of <strong>Almere</strong> <strong>2.0</strong> in (or outside) the<br />

southern Flevopolder, with defined key interventions<br />

• Development strategy or phasing plan<br />

II. Urban design for a key intervention of the planned expansion of <strong>Almere</strong> <strong>2.0</strong>.<br />

52<br />

D e s i g n<br />

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53<br />

<strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong><br />

An integral approach to the balance<br />

between measures on different layers<br />

of multi-layer safety<br />

P2 presentation<br />

1st mentor: E. Brandes<br />

2nd mentor: F.L. Hooimeijer<br />

PBL internship mentors: J. Knoop & L. Pols<br />

25-01-2013 | Myrthe Vermoolen |<br />

<strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


54<br />

<strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong><br />

An integral approach to the balance<br />

between measures on different layers<br />

of multi-layer safety<br />

P2 presentation<br />

1st mentor: E. Brandes<br />

2nd mentor: F.L. Hooimeijer<br />

PBL internship mentors: J. Knoop & L. Pols<br />

25-01-2013 | Myrthe Vermoolen |<br />

<strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Amsterdam | IJburg Haveneiland - Steigereiland<br />

55<br />

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Amsterdam | IJburg Haveneiland - Steigereiland<br />

56<br />

N.B. Water depth around IJburg < 2 m, whereas around <strong>Almere</strong> 3 – 4+<br />

m<br />

Need much more sand, more expensive<br />

Markermeer is N2000 area, so need to improve ecology (€€)<br />

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Zuidplaspolder | Westergouwe, Gouda<br />

57<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Zuidplaspolder | Pilot study Moordrecht<br />

58<br />

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Zuidplaspolder | Westergouwe & Moordrecht<br />

59<br />

<strong>Interventions</strong> in layer 2 and 3 are possible, also in deep polders<br />

Due to economic crisis, large plans are put to hold: Westergouwe is<br />

developed in small steps of 500 houses at a time <br />

Flexibility in plans is important!<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Context of the Southern Flevopolder<br />

Layer 1: prevention<br />

60<br />

Safety norm 1:4,000<br />

Water system and<br />

flood defences<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Characteristics protection level Flevoland<br />

Robust dikes<br />

Safety standard 1/4.000 (chance of exceedance)<br />

61<br />

But according to recent study VNK 1/550 (chance of flooding)<br />

Deep polder, bath tub<br />

Compartmentalization by Knardijk<br />

Flood duration more than 1 year<br />

Longest duration within the NL<br />

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62<br />

OUTSIDE POLDER<br />

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63<br />

OUTSIDE POLDER<br />

TEMPORARY AND<br />

UNPREDICTABLE:<br />

HARD TO TAKE INTO<br />

ACCOUNT WHEN<br />

DESIGNING<br />

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Infrastructure<br />

requirements<br />

are same


64<br />

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65<br />

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66<br />

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67<br />

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68<br />

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69<br />

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70<br />

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71<br />

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72<br />

Images: Provincie Utrecht (2010). Handreiking overstromingsrobuust inrichten. Rotterdam: Beter Bouwen Beter Wonen.<br />

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73<br />

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74<br />

Images: Provincie Utrecht (2010). Handreiking overstromingsrobuust inrichten. Rotterdam: Beter Bouwen Beter Wonen.<br />

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75<br />

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76<br />

Images: Provincie Utrecht (2010). Handreiking overstromingsrobuust inrichten. Rotterdam: Beter Bouwen Beter Wonen.<br />

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77<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


78<br />

Images: Provincie Utrecht (2010). Handreiking overstromingsrobuust inrichten. Rotterdam: Beter Bouwen Beter Wonen.<br />

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79<br />

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80<br />

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Image: DHV, De Urbanisten, <strong>Delta</strong>res & DRO (2011). De Waterbestendige Stad: Meerlaagsveiligheidbenadering toegepast op de regio Amsterdam. Amsterdam: DHV, De Urbanisten, <strong>Delta</strong>res, Dienst Ruimtelijke Ordening, p. 32


81<br />

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82<br />

Images: Provincie Utrecht (2010). Handreiking overstromingsrobuust inrichten. Rotterdam: Beter Bouwen Beter Wonen.<br />

Asselman, N. & Alberts, F. (2008). Compartimenteringstudie; casestudie Zuidelijk Flevoland. Delft/Lelystad: <strong>Delta</strong>res/Rijkswaterstaat Waterdienst.<br />

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83<br />

Asselman, N. & Alberts, F. (2008).<br />

Compartimenteringstudie; casestudie Zuidelijk<br />

Flevoland. Delft/Lelystad: <strong>Delta</strong>res/Rijkswaterstaat<br />

Waterdienst<br />

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84<br />

“Based on a rough estimation of cost and<br />

benefits can be concluded that<br />

compartmentalization without additional<br />

measures is economically seen not an<br />

attractive measure.”<br />

“Bath tub effect”<br />

Asselman, N. & Alberts, F. (2008).<br />

Compartimenteringstudie; casestudie Zuidelijk<br />

Flevoland. Delft/Lelystad: <strong>Delta</strong>res/Rijkswaterstaat<br />

Waterdienst<br />

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85<br />

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86<br />

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87<br />

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88<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong><br />

Image: DHV, De Urbanisten, <strong>Delta</strong>res & DRO (2011). De Waterbestendige Stad: Meerlaagsveiligheidbenadering toegepast op de regio Amsterdam. Amsterdam: DHV, De Urbanisten, <strong>Delta</strong>res, Dienst Ruimtelijke Ordening, p. 32


89<br />

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90<br />

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91<br />

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Aim<br />

92<br />

G e n e r a l<br />

I. Apply multi-layer safety, with the focus on spatial interventions, in areas with a<br />

major development task<br />

II. Developing a framework as a tool for an integral approach<br />

for balancing different types of measures, based on their cost-effectiveness,<br />

impact on spatial quality, and flexibility of implementation<br />

C o n t e x t b o u n d<br />

III. Apply framework on different alternative designs made for the municipality of<br />

<strong>Almere</strong> and the Southern Flevopolder,<br />

to help decide how to facilitate the Schaalsprong <strong>Almere</strong> <strong>2.0</strong> in a flood proof<br />

manner<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


People consulted between October 2012 and February 2013<br />

93<br />

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Demarcation of the area<br />

94<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Context of the Southern Flevopolder<br />

Layer 2: impact reduction<br />

95<br />

Compartmenting<br />

elements<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Context of the Southern Flevopolder<br />

Layer 2: impact reduction<br />

96<br />

Other examples of<br />

measures already<br />

taken<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Vulnerable & vital objects/facilities/infrastructure<br />

97<br />

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Breach near <strong>Almere</strong>, Knardijk sluices closed<br />

Context of the Southern Flevopolder<br />

Layer 1: prevention<br />

98<br />

Breach near Lelystad, Knardijk sluices open<br />

Flooding scenarios<br />

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Analysis | Water system<br />

99<br />

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Analysis | Water system<br />

100<br />

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Analysis | Infrastructure<br />

101<br />

Travel times<br />

Car & public transport<br />

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Analysis | Infrastructure<br />

102<br />

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Analysis | Built environment<br />

103<br />

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Analysis | Built environment<br />

104<br />

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Analysis | Built environment<br />

105<br />

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Analysis | Built environment<br />

106<br />

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Analysis | Built environment<br />

107<br />

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Analysis | Built environment<br />

108<br />

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Analysis | Built environment<br />

109<br />

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Analysis | Built environment<br />

110<br />

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Analysis | Built environment<br />

111<br />

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Analysis | Landscape<br />

112<br />

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Land turns into sea, and then into land again.<br />

Contours of NL past centuries modified by nature and man.<br />

113<br />

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• Infrastructural interventions such as Afsluitdijk tamed the Zuiderzee, enabling<br />

Zuiderzeewerken;<br />

• Embankments tamed the river IJssel, enabled growth of cities along river; however also<br />

negative effects of channeling of rivers, such as increased peak flood flows.<br />

114<br />

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115<br />

1700 1960 2012 2040<br />

• According to the high pressure scenario by PBL Netherlands Environmental Assessment<br />

Agency until the year of 2040, the total of urbanized area will increase with 190.000<br />

hectares<br />

• The biggest growth occurs in the Randstad; the growth of cities along the IJssel remains<br />

stable<br />

25-01-2013 | Myrthe Vermoolen | <strong>Almere</strong> <strong>2.0</strong> <strong>floodproof</strong>


Nog toe te voegen<br />

Analyse voorzieningen<br />

Onderzoeksresultaten DHV volledige evac + 2 e laag voor kwetsbare<br />

functies<br />

Governmental aspects; situatie + problemen superdijk<br />

Hoe nu verder: testen met overstromingsmodel Nathalie<br />

Hoe nu verder: Ruimtelijke kwaliteit met panel Gemeente <strong>Almere</strong><br />

Wat heeft PBL hieraan?<br />

116<br />

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Water nuisance<br />

Norm bebouwd: 1/100 (1/jr)<br />

Norm agrarisch: 1/50 – 1/80<br />

Natuurlijke duurzame oevers<br />

Regelbare stuwen<br />

Optimaliseren bemaling (gemalen elektrisch +4%)<br />

Meekoppelen waterberging RO nieuw bebouwd<br />

117<br />

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