AEOLIAN SYMBIOSIS

Page 1

AEOLIAN SYMBIOSIS

An alternative approach to coastal architecture

Architectural Engineering | P5 | 11.11.2016 Calcen Chan 4007093



NARRATIVE OVERVIEW

I N T RO D U CT I O N

R E L E VA N T R ESEA RC H

DESIGN PROPOSAL

The aeolian landscape

Setup academic approach

Proposal strategies

The dunes in debates and discussions

Outline of research parameters

Design: Spatial Experience

History and dune developments

Tools of research

Design: Material & Expression

Design goal

Research parameters results

Design: Construction

Sites analysis and applications

Design impression


INTRODUCTION

the dune and the aeolian landscape

sand & beach

coastal living

wind & movement

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dune hills & safety

C.K.W. CHAN


INTRODUCTION

the dune and the aeolian landscape

sea deposits sand on the beach

wind picks up and transports sands landwards

obstructions, like grass, traps the sand

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dune grow overtime

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INTRODUCTION

debates and discussions regarding coastal building on the dunes

Source: NOS.nl, https://beschermdekust.nl

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INTRODUCTION

debates and discussions regarding coastal building on the dunes

Castricum aan Zee, North Holland, Netherlands

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INTRODUCTION

debates and discussions regarding coastal building on the dunes

Nieuwpoort-Bad, Nieuwpoort, West Flanders, Belgium

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INTRODUCTION

history and dune development

Castricum 2013 Coastal development of Castricum Source: Google Earth

Castricum 2015

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INTRODUCTION

history and dune development

Petten 2013 Coastal development of Petten Source: Google Earth

Petten 2015

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INTRODUCTION

history and dune development

Coastal development of Petten

Camping Corfwater in Petten

Beach houses planned for Castricum

Beach houses Julianadorp aan Zee

Various plans for new beach houses capitalizing the lucrative dune/beach landscape.

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INTRODUCTION design goal

DIFFERENT STRATEGY TO COASTAL BUILDING WITH THE EMPHASIS ON CREATING AN INTEGRATED ARCHITECTURAL DESIGN THAT HARMONIZES WITH THE AEOLIAN LANDSCAPE. PROPOSE A

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C.K.W. CHAN


RELEVANT RESEARCH


RELEVANT RESEARCH

Current beach houses and existing research

Beach houses along the coast near Zeeland

Planned beach houses in Kijkduin

Sources: Stuiflab aE TUDelft, http://www.pzc.nl/regio/zeeuws-nieuws/strandhuisjes-slecht-voorsterkte-duinen-1.5009713, https://www.pinterest.com/pin/441845413414890452/, http://www. kijkduinstrandhuisjes.nl/en/,

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RELEVANT RESEARCH Outline research parameters - Phase 01

DISTANCE [15]

ANGLE OF REPOSE [4]

0.5m to 10m

80°, 65°, 50°, 35°

ANGLE OF ATTACK [4]

LOCATION [3]

90°, 75°, 60°, 45°

front, top, back

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RELEVANT RESEARCH Tools of research

ANSYS SIMULATIONS

WIND TUNNEL TESTING [ 16/63 ]

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RELEVANT RESEARCH Tools of research

29 .10.2015

16 .11.2015

11.12.2015

16.11.2015

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RELEVANT RESEARCH Tools of research

Play Video

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RELEVANT RESEARCH Tools of research

60 cm

100 cm 400 cm

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RELEVANT RESEARCH Tools of research

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RELEVANT RESEARCH

Outline research parameters - Phase 01 conclusions Distance

1m

3m

Middle Points 35

5m

WIND SPEED [M/S]

30 25 20 15 10 5 0

0.5

1

1.5

2

2.5 M1 [m/s]

3

3.5

4

4.5

DISTANCE [M] M2 [m/s] M3 [m/s]

5

6

7

8

9

10

M4 [m/s]

Graph for wind speeds measured between each building against distance

8m

CONCLUSION: Higher wind speeds = more erosion Effects is very low from 5m onwards

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RELEVANT RESEARCH

Outline research parameters - Phase 01 conclusions Angle of Attack

90째

75째

60째

45째

CONCLUSION: Lower angle = less erosion Erosion seems to decrease linearly

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RELEVANT RESEARCH

Outline research parameters - Phase 01 conclusions Angle of Repose

80°

65° 50° 50°

35°

35°

CONCLUSION: Lower angle = less erosion, but this also results in less usable space

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RELEVANT RESEARCH

Outline research parameters - Phase 01 conclusions Location

Before

CONCLUSION: front = more erosion The front will most likely see effects faster

After

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RELEVANT RESEARCH Research application on site

BLOWOUTS / subtractive

ACCUMULATION / additive [ 25/63 ]

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RELEVANT RESEARCH chosen sites and analysis

Petten Castricum

11.5m human settlements

Amsterdam

Petten sectional view

Zandmotor

22m

SWW

N

Castricum sectional view

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RELEVANT RESEARCH Castricum analysis

Blowouts ensure sands can get to the greydunes

The gap enables the wind to carry the sands more easily

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Higher frontal dune prevents sands blowing to the back

C.K.W. CHAN


RELEVANT RESEARCH Petten analysis

Planting beachgrass to hold the sands

buildings and residences right behind the main dune

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Simulation shows how easily sands can blow over de dune

C.K.W. CHAN


DESIGN PROPOSAL - FORM -


DESIGN PROPOSAL Petten proposal - parameters

ANGLE OF REPOSE

Before

20% POROSITY

ANGLE OF REPOSE

After

Before

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80% POROSITY

After

C.K.W. CHAN


DESIGN PROPOSAL Petten proposal - reference

Pilot Project Strandhuisjes, b-vk architecten, cadzand bad en groede, Gemeente Sluis. Source: http://www.noordzijde.eu/nl/projecten/036/project.html

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DESIGN PROPOSAL Castricum proposal - outline

DISTANCE: induce high wind speeds

14.7m 11.7m 8.7m 5.7m

ANGLE OF ATTACK: guiding wind flow

LOCATION: effective areas

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DESIGN PROPOSAL Castricum proposal - parameters

α

angle

distance distance

SWWSWW

i

t e nl

i

t e nl

N

N

SWWSWW

distance distance between between the two the buidlings two buidlings

α

angle

i

t e nl

i

t e nl

N

N

angle of angle inner offacade inner facade to windtodirection wind direction

2, 5, 10, 15, 20m

1°, 5°, 10°, 15°, 20° [ 33/63 ]

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et l n i

SWW

N

et l n i

SWW

distance between the two buidlings

N

angle of inner facade to wind direction

α

DESIGN PROPOSAL

Castricum proposal - measurements angle

distance

3

SWW sample areas

SWW

i nl

Overlap N

et

4

2

in

1 probes

l et

N

SWW

distance between the two buidlings N t

SWW

i nl

in

l et

N

angle of inner facade to wind direction

e

probes in wind tunnel for erosion rates measurement

sampling areas for wind speeds calculations

5° - 2m distance [m] degrees

2

5

10

15

20

3

probes

sample areas

15°

validity of configurations for simulation and wind tunnel

2

1

10°

20°

4

SWW

in

l et

sampling areas for wind speeds calculations

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N

SWW

in

l et

N

probes in wind tunnel for erosion rates measurement

C.K.W. CHAN


DESIGN PROPOSAL

Castricum proposal - Data gathering

Image snapshots

Video footage

Documentation [ 35/63 ]

Data processing

C.K.W. CHAN


•••

10

Funnel zone

9

Open area

8 7

distance [m]

2

5

32.2% 31.1% 1 DEGREE_GRAPH Efficiency

10 23.0%

15 26.6%

Inlet

•• DESIGN Erosion rate

20

•••

••

••

Legends

5

10

15

32.2%

31.1%

23.0%

26.6%

20

23.1%

15.3%

46.8%

5 N/A

10

•••••

23.1%

15

••

••

Erosion rate

15.3%

Open area

9

Inlet

8 7

5

10

15

20

N/A

N/A

23.1%

15.3%

46.8%

Erosion rate

Funnel zone

10

2

••

Inlet

Legends

46.8% 11

Erosion rate

Funnel zone

2013

Open area

28.8%

Legends

Wind Speed [m/s]

12

Efficiency

distance [m]

•• 11

Inlet

7

9

20

12

9

Funnel zone

••

13

10

10

Efficiency

Open area

••

Inlet Erosion rate

Efficiency

5 DEGREES_GRAPH

••• •

••

12

13

Funnel zone

10

N/A 19.3% 5 DEGREES_GRAPH

10 40.1%

•••

Efficiency

15 37.8%

••

••••

Erosion rate

distance [m]

2 N/A

21.0%

11 10 9 8

5

10

N/A

15

N/A

distance [m]

Legends Funnel zone

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Open area Inlet

2 N/A

10

Funnel zone Wind Speed [m/s] Open area

9

13

8

12

Inlet

11

Erosion rate

•••• 20

19.2%

Legends

11

7

21.4%

15 DEGREES_GRAPH Efficiency

13

••

15 DEGREES_GRAPH

••••

Inlet

20

12

••••

Open area

Wind Speed [m/s]

12

Legends

11

7

5

Wind Speed [m/s]

13

8

2

15 DEGREES_GRAPH

Wind Speed [m/s]

9

distance [m]

2 N/A

11

7

2

15

7

Wind Speed [m/s] Open area

8

N/A

distance [m]

8

distance [m]

10

••

10 DEGREES_GRAPH Efficiency

13

12

8

•••••

PROPOSAL N/A

28.8%

10

••9

distance [m] Castricum proposal -2 results5

Wind Speed [m/s]

10 DEGREES_GRAPH

••

Legends

10

Funnel zone

9

Open area

8

Inlet

••

7

Erosion rate

Wind Speed [m/s]

5 N/A

10 N/A

2013

15

••••

12 19.2%

••••

21.4% 11 10 9

Legends Funnel zone Open area

C.K.W. CHAN


•••

10

Funnel zone

9

Open area

8 7

distance [m]

2

5

32.2% 31.1% 1 DEGREE_GRAPH Efficiency

10 23.0%

15 26.6%

Inlet

•• DESIGN Erosion rate

20

•••

••

••

Legends

5

10

15

32.2%

31.1%

23.0%

26.6%

20

23.1%

15.3%

46.8%

5 N/A

10

•••••

23.1%

15

••

••

Erosion rate

15.3%

Open area

9

Inlet

8 7

5

10

15

20

N/A

N/A

23.1%

15.3%

46.8%

Erosion rate

Funnel zone

10

2

••

Inlet

Legends

46.8% 11

Erosion rate

Funnel zone

2013

Open area

28.8%

Legends

Wind Speed [m/s]

12

Efficiency

distance [m]

•• 11

Inlet

7

9

20

12

9

Funnel zone

••

13

10

10

Efficiency

Open area

••

Inlet Erosion rate

Efficiency

5 DEGREES_GRAPH

••• •

••

12

13

Funnel zone

10

N/A 19.3% 5 DEGREES_GRAPH

10 40.1%

•••

Efficiency

15 37.8%

••

••••

Erosion rate

distance [m]

2 N/A

21.0%

11 10 9 8

5

10

N/A

15

N/A

distance [m]

Legends Funnel zone

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Open area Inlet

2 N/A

10

Funnel zone Wind Speed [m/s] Open area

9

13

8

12

Inlet

11

Erosion rate

•••• 20

19.2%

Legends

11

7

21.4%

15 DEGREES_GRAPH Efficiency

13

••

15 DEGREES_GRAPH

••••

Inlet

20

12

••••

Open area

Wind Speed [m/s]

12

Legends

11

7

5

Wind Speed [m/s]

13

8

2

15 DEGREES_GRAPH

Wind Speed [m/s]

9

distance [m]

2 N/A

11

7

2

15

7

Wind Speed [m/s] Open area

8

N/A

distance [m]

8

distance [m]

10

••

10 DEGREES_GRAPH Efficiency

13

12

8

•••••

PROPOSAL N/A

28.8%

10

••9

distance [m] 2 5 Castricum proposal - results filtering

Wind Speed [m/s]

10 DEGREES_GRAPH

••

Legends

10

Funnel zone

9

Open area

8

Inlet

••

7

Erosion rate

Wind Speed [m/s]

5 N/A

10 N/A

2013

15

••••

12 19.2%

••••

21.4% 11 10 9

Legends Funnel zone Open area

C.K.W. CHAN


DESIGN PROPOSAL

Castricum proposal - Simulation deep analysis

5 DEGREES_GRAPH

m]

••• •

12

••

Legends

11

Funnel zone Open area

9 8

••

7

2

5

10

15

20

N/A

19.3%

40.1%

37.8%

21.0%

0 - ...

10 DEGREES_GRAPH

cy

13

10

cy

m]

5° | 10m

Wind Speed [m/s]

2

3

4

10° | 10m •• •••••

5

12

••

N/A

N/A

23.1%

15

0 - ... 15.3%

3

46.8%

10

11

12 [m/s]

Funnel zone

10

2

9

Legends

11

20

8

13

Open area

••

7

10

7

Wind Speed [m/s]

8

5

Erosion rate

6

9

2

Inlet

4

5

6

Inlet Erosion rate

7

8

9

10

11

[m/s]

Wind Speed distribution

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DESIGN PROPOSAL

Castricum proposal - Wind tunnel deep analysis

5° | 10m

Before

After

Before

After

10° | 10m

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DESIGN PROPOSAL

Castricum proposal - results filtering_Final

View from Sea

View from sides

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Close-up view

C.K.W. CHAN


DESIGN PROPOSAL - SPATIAL EXPERIENCE -


17.7 DESIGN PROPOSAL

14.7

Castricum proposal - Interior design

11.9

7.1

4.1

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DESIGN PROPOSAL

Castricum proposal - Interior design

17.7 14.7

11.9

7.1

4.1

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DESIGN PROPOSAL - MATERIAL & EXPRESSION -


DESIGN PROPOSAL

Castricum proposal - Materials and Expression

WOOD (WARM)

CONCRETE

STEEL

WOOD (FADED)

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DESIGN PROPOSAL

Castricum proposal - Materials and Expression

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DESIGN PROPOSAL

Castricum proposal - Materials and Expression

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DESIGN PROPOSAL

Castricum proposal - Materials and Expression

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INTERIOR, BLOCK B


DESIGN PROPOSAL - CONSTRUCTION -


DESIGN PROPOSAL

Castricum proposal - Build up sequence

Excavate plot and insert temporary retaining walls during assembly

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DESIGN PROPOSAL

Castricum proposal - Build up sequence

Drill and place foundation piles on predefined grid system

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DESIGN PROPOSAL

Castricum proposal - Build up sequence

Place timber joists to support for prefabricated base floor modules

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DESIGN PROPOSAL

Castricum proposal - Build up sequence

Insert the Structural Insulated Panels with maximum width of 2.5m (Sea container width limit)

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DESIGN PROPOSAL

Castricum proposal - Build up sequence

Follow up with inserting prefabricated Interior modules

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DESIGN PROPOSAL

Castricum proposal - Build up sequence

Add timber joists and roof finish (also SIPS)

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DESIGN PROPOSAL

Castricum proposal - Build up sequence

Same assembly process for the remaining units

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DESIGN PROPOSAL

Castricum proposal - Facade composition

Structural Insulated Panel

Whitewash Oak laths Support timber beam

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OSB Double glazing

EPS foam

Support beam OSB

Inner oak laths

C.K.W. CHAN


DESIGN PROPOSAL - IMPRESSION -






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