motion fabrication-industrial waterscape

Motion Fabrication Alternative Proposal of industrial waterscape

MAK

MUN

PHENG

LANDSCAPE

URBANISM

09/10

A R C H I T E C T U R A L A S O C I AT I O N SCHOOL OF ARCHITECTURE

C o l l e c t i v e a s s e m b l i n g o f i n t e r c o n n e c t e d w a t e r fMl otion o w s Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

1

2

Suzhou Singapore Industries Park

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General Objective

Project Brief

Breaking down typical rigid Industrial park large parcelling model

Project synopsis

Proposed Water Corridor

6-9

22-28

Peri- urban condition

4

Proposing Water Infrastructure

Outline

Water distribution pattern and

Location

projective diagrams

Analysis

10 - 21

30-51

5

Water Infrastructure As City Framework

7

Functional Masterplan

109-115

52-61

Instrumentalising the Strategy

84-95

8

Technical Report

Programme Module Module: Mix Industries Module: Mix use & Commercial Module: Residence & Mix Uses Module: Knowledge & Residence Module: Connector Module Negotation Process

62-83

Appendix

Landscape Detail Sections

Massing

6

9

96-109

1

SuZhou Singapore Industries Park Project Brief Project synopsis

Historical SuZhou

nicipal officials ignored agreements made with

New Distrct offered investors

Beijing and instead marketed the rival park,

lower rental prices, and even

called the Suzhou New District.

paid for advertisements on

Government in China apparently show more

some Air China flights.

support to this new Suzhou new district than in

YEAR 2001

INTEREST

CONFLICT OF

planned residential population of 1.2 million.

PHASE ONE:

YEAR 1999

MAKING A LOSS

RIVAL PARK

PARK

ESTABLISHING SUZHOU

1 Suzhou Singapore Industries Park

SINGAPORE INDUSTRIAL

SIP has a total jurisdiction area of 288 sq km, of which, the China-Singapore cooperation area covers 80 sq km with a

SIP. As they own little share.

YEAR 1994

SuZhou Singapore Industrial Park

PHASING FOR SIP

Singapore officials talk of how Suzhou muRival park, called the Suzhou

Jin Ji Lake-rim CBD PHASE TWO: Du Shu Lake Innovation District of Science and Technology PHASE THREE Yang Cheng Lake Tourism Resort

Then ...

SIP- the unique cooperation between China and Singapore

Launched in 1994 by Chinese and Singapore governments

Sui Dynasty

Now ...

14% of the total industrial added value, 25% of the total registered foreign capital and 29% of the total import and

Canal was completed, Suzhou found itself

export.

located on a vital trade route. With the prosperous business of silk and other popular been a metropolis of industry and commerce on the south-eastern coast of China.

growth rate of 30%. With only 4% of the total land and 4% of the total population of Suzhou City, SIP contributes

during the Sui Dynasty. When the Grand

products along the waterways, Suzhou has

SIP achieved a sustained annual average economic

The Chinese side appointed Wang On 26th February 1994, Vice Premier Li

Jinhua, vice-mayor of Suzhou and

Lanqing and Senior Minister Lee Kuan

the former manager of the New

Yew represented China and Singapore

District, as the new chief executive.

respectively in signing the Agreement to

In 2001, one year after Singapore

Jointly Develop Suzhou Industrial Parkr

lowered its stake, the park made its first profit of $3.8 million

SIP has attracted 3700 foreign-invested enterprises, including 79 Fortune 500 MNCs with an accumulative contractual foreign investment of USD 36 billion, and over 12000 domestic companies with total contractual investment of RMB 105 billion. There are a number of companies with annual sales of over USD 1 billion. 70% of the companies had gone into operation and production. 80% of the companies in production for over two years have made profits and amongst them nearly one fourth have

Singapore transferred majority ownership of a huge indusYangtze River Delta economic zone

trial park in China to state-owned mainland developers.

The Singapore consortium, made up of 12 companies, many government-linked, will lower its share of the project to 35 percent on January 1, 2001, from the current 65 percent. It will sell facilities like power and water-treatment plants to the Chinese partners.

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recouped their investments.

YOU ARE HERE

REVISED MASTERPLAN

YEAR 2008

SuZhou Singapore Industrial Park Phrases Years 1-5 Industrial Development Contributes 7% of Suzhou’s GDP (343000 million) 300 International & Local Industrials

Legend Years 1- 5

Phase 1

Years 5- 8

Years 5-8 Suzhou Dushu Lake Higher Education

Villages Relocation

R&D input to account for 5% of the GDP Min 10 educational institution 100 research and development organization Archieve of 50000 enrolled student 30 exquisitely laboratories outsourcing revenue of over RMB 20 billion among

Phase 2

which off-shore revenue accounts for more than USD 2 billion Clear boundaries seperatating between each different useage

SIP Operate

Topdown Planning Masterplan:

Pharse2 of Singapore Industrial Park.

SIP sells, leases amd develops the land

Legend Post-Graduate Education

Sip will partition land into different parcels

Commerical Area

SIP major financial through leases of each parcel

Clean Industries

Residences

Provide basic infrastructure systems and maintenance

High Education District:

Profession Technology Institute

For space efficiency and maximum financial revenue,

About 11 Universities

Student Apartment

SIP

Villages Relocation

relocate the villages

Du Shu Lake Innovation & District of Science and Technology

High-tech District: Science, Technology Manufacturing industries

PROJECT BRIEF: SuZhou Singapore Industrial Park

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

1 Suzhou Singapore Industries Park

Lack of runoff treatment has lead to a decrease in water quality and resulting in harmful algal blooms, and reproduction of algae

SuZhou

Territory LOST the connection it originally had with water infrastructure

Suzhou Singapore Industrial Park

Republic of Singapore

Blanketing the territory with Singapore HDBs flats modules to creating the image of “Singapore” in Singapore Industries Park

PROJECT SYNOPSIS: SITE PROBLEMATIC ISSUE 1

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METALBOLIC RURBANISM: the emergence of ‘desakota’ (urban villages) combining urban and rural processes of land use)

Kilometres of fragmented, unstructured peri-urban fabric- interlocking low-end housing, industry and agriculture.

Environmental degradation in the watercourse. TOPDOWN PLANNING MASTERPLAN of Industrial Park = Monotonous functional urban field. Territory LOST the connection it originally had with water infrastructure. Blanketing the territory with Singapore HDBs flats modules to creating the image of “Singapore” in Singapore Industries Park.

Alternative approach

Industrial Waterscape Challenging Large Parcelling system of Top Down Planning industrial park development through gradually Assembling .Several.

Small. programme modules that create varies adjacency relationship of different programme for the opportunity of Industrial Ecology model to be perform in the territory; However, unlike typical montonous industrial park;my proposal aim to reconnect the urban fabric with WATER INFRASTRUCTURE and creating quality urban spaces for diversity activities

PROJECT SYNOPSIS: INDUSTRIAL WATERSCAPE

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

2 Site Condition

9 8 7 6 5 4 3 2 1

2

Site Condition Outline Location Analysis Indexing

INTRODUCATION SITE CONDITION

TERRITORY READING

PROPOSAL MATERIAL ORGANISATION

1.

1. Urbanise process Existing Villages, New Migration, Factories,

2.

2 Site Condition

2.

2.

3.

1.

2. Demolishing process Demolish e houses and move e villages away for development

Peri-Urban condition : Industries with patches of demolished vacant land are interweaving with existing villages and argircultural land.This phenomenon illustrating the The emergence of Desakota (Urban Villages).

Location: Peri- Urban Condition 1

2

3

4

5

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3. The area highlight in red is the Rural Area .Patches of Agricultural land & Existing Villages

Agriculture Industry Existing Village New Development Construction Site

Overall Area Agriculture

6%

Green Open Space

0%

Lake

28%

Industry

6%

Existing Villages

26%

New Development

3%

Construction Site

31%

Peri- Urban Condition Displace and destroy process is ongoing without considering the existing local intelligence such as agricultural

Analysis: Peri- Urban Condition

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

1.

1. interweave of Two Completely different road system without any functional usage

2 Site Condition

DuShu Lake

2.

2. Road discontinue in an improper manner.

Stop infront of the villages and no wherelse too go

Fragmented Urban Fabric.

Through study of the road system, it Major Road

reveal the fragment urban fabric

Secondary Road

mal and Formal Growth

Construction Site

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3

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local and major road system within the territory. Indicating the arising of Infor-

Local Road

1

condition by the illogic mixture of both

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Site Analysis: Road

1.

1. Areas that undergoing of urbanising, Canals systems has been abondoned with the replacement of road system

DuShu Lake

2.

2. In the rural area, watercourse is remain heavily used to support agricultures activities

Loss of original urban hierachy Conflict of infrastructure dependency between Road & Water in Peri- Urban condition has illus-

Major Road

trated by a loss of orginial feature to which the communities relate to the river and agriculture.

River Canals

Analysis: Peri- Urban Condition

Construction Site

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

Climatological Information for Suzhou, China Rainfall Amount (mm) 1961-1990 JAN

FEB

MAR

APRIL

MAY

JUNE

JULY

AUG

SEP

OCT

NOV

DEC

39.0

58.8

81.2

102.3

114.5

152.0

128.2

133.0

155.6

60.5

51.2

34.7

2 Site Condition Potential Water Source Development increase the impervious surface and also increase the volume of runoff.

Transforming Environmental hazard- “Runoff” as an potential water source to support Industries Park. Reduce the demand on fresh water.

WET SEASON

Indexing: Stormwater Runoff 1

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5

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DRY SEASON

Indexing: Stormwater Runoff

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

2 Site Condition

TSS: 55000L x 145mg/L =7975000mg/L

TSS: 98000L x 100mg/L =9800000mg/L

TP: 55000L x 0.37mg/L = 20350mg/L

TP: 98000L x 0.40mg/L = 39200mg/L

TN: 55000L x 5.98mg/L = 328900mg/L 続

TN: 98000L x 2.20mg/L = 215600mg/L 続

145

100

TSS MG/L

TSS MG/L 0.37

0.40

TP MG/L

TP MG/L 5.98

Agriculture:

Villages:

TN MG/L

TN MG/L

TSS: 84000L x 149mg/L =12516000mg/L

TSS: 160000L x 51mg/L =8160000mg/L

TP: 84000L x 0.32mg/L = 26880mg/L

TP: 1600000L x 0.11mg/L = 176000mg/L

TN: 84000L x 3.97mg/L = 333480mg/L 続

TN: 160000L x 1.74mg/L = 278400mg/L 続

149

TSS MG/L

TSS MG/L

0.11

0.32

TP MG/L

TP MG/L 3.97

Industries:

TN MG/L

Indexing: Non-Point Source Pollution 1

2

3

4

5

6

7

8

9

2.20

Construction/Urban:

1.74

TN MG/L

51

Highest Concentration Area on the watercoursemOverlay four different type of pollution runoff, aim to identify the highest concentration point, where treatment train can take place.

Index: Concentration of Pollution

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

2 Site Condition Corridor To Establish a Corridor that aim to reconnect back the relate between Water infrastructure with Communities & industries developement In general, this is a a potention treatment train that link up the highest pollution node with irrigation node (so that it is flexibe enough to work with urban agricultural) to form this hybrid corridor with urban fabric.

Connector

This corridor will evolve into braching systems that support the flow of materials, water, knowledge and creating quality urban ces.

Propose a new Corridor for Water Synergies 1

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Agriculture pollution trail/ irrigation line Road node Highest Pollution node

Highest Concentration Area on the watercoursemOverlay four different type of polCorridor Mesh trail/ irrigation line Road node

lution runoff, aim to identify the highest concentration point, where treatment train can take place.

Index: Generic Mesh Strategies with urban fabric

Highest Pollution node

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

3

General Objective Statement: Alternative Proposal- Water Scape Scenarios of Growth Overall Synergies Development Proposing Water Corridor

3 General Objective

Alternative approach

Industrial Waterscape Challenging Large Parceling system of Top Down Planning industrial park development through gradually Assembling .Several.

Small. programme modules that create varies adjacency relationship of different programme for the opportunity of Industrial Ecology model to be perform in the territory; However, unlike typical monotonous industrial park;my proposal aim to reconnect the urban fabric with WATER INFRASTRUCTURE and creating quality urban spaces for diversity activities

UNIVERSITIES

INDUSTRIES

RESIDENCES

COMMERCIAL

Rigid Large Parcelling System 1

2

3

4

5

6

7

8

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Beaking Down this Large Parcelling System

Reassembling them as a mix ratio programme modules

Water System1

Water System2

Water System3

PHASE 1

PHASE1: Villages

MA TER

IAL

.

Cash Crop FLO W

MATERIAL FLOW Market

3 units of Mix Industries

3:1

3 :2

1:1

1:1

2:1

3 :1

1:1

PHASE 2 1 units of Mix Industries 3 units of Commercial & Residences

1 units of Mixuse & Residences

3 :1

.

PHASE3

PHASE2: Villages

MA TER

IAL

.

FLO

W

Scenarios: Different water systems work as the parameter to guide the type and ratio of the assembling process

MATERIAL FLOW 3 units of Mix Industries 1 units of Mixuse & Resi-

Market

MA TER

IAL

FLO

W

1 units of Mix Industries 3 units of Commercial &

MA TER

IAL

W

Residences .

(*Samiliar to proposed massing Strategy)

FLO

KNOWLEDGE FLOW

KNOWLEDGE FLOW

1 units of Residence & Mix

1 units of University &

3 units of Mix Industries

uses.

Mix Uses

2 units of Mixuse & Resi-

PHASE3: Villages .

MA TER

IAL

FLO

W MATERIAL FLOW 3 units of Mix Industries 1 units of Mixuse & Resi-

MA TER

IAL

MA TER

1 units of Mix Industries

FLO

W

IAL

3 units of Commercial & .

W

KNOWLEDGE FLOW

MAT 3 units of Mix Industries 2 units of Mixuse & Resi-

Scenarios of Growth through assembling Small Mix Ratio of Programme modules

Assembling Small mix ratio of programme modules are flexible and they can be incoraperate with time base strategy to create greater opportunity for Synergies between adjacent programmes as an industrial ecology model

FLO

Residences

ERI

AL F

LOW

KNOWLEDGE FLOW 1 units of University

MAT

ERI

& Mix Uses .

1 units of Residence & Mix

AL F

uses.

LOW

MATERIAL FLOW

MATERIAL FLOW 1 units of

2 units of Mix Industries

1 units of Mix Industries

Residence

1 units of Commercial &

3 units of Mix Usesl & Residences

& Commercial

Residences

.

.

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

3 General Objective Material Flow

Material Flow

Product

By- Product

Energy Flow

Money Flow

Overall Synergies Development : Through Reassembling mix ratio programme modules; Industries Ecology model as synergies of resources with adjacency programme can be achieved.

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Water Fllow

Labour Flow

Knowledge Flow

Rain/ Stormwater Runoff

AGRICULTURE CROPS AS PRODUCT

URBAN AGRICULTURAL

POROUS

Water Infrastructure = Hybrid Green Urban Spaces that integrated with New Development

BIOMASS ENERGY GENERATOR + FERTILISER FACTORY

FOOD PROCESS FACTORY

FILTER, INFILTER , RETENTION & PURIFICATION

CONSTRUCTED WETLAND Retain the runoff + 1st level of Pollution Treatment

Material Flow

AGRICULTURE CROPS AS BY- PRODUCT

Water Fllow

Conceptual diagram of Water Synergies:

Knowledge Flow

2nd Level of pollution treatment + Circulate the water to industries

INDUSTRIES + Industrial Ecologies Schools, Institutions and Education programmes will be able to support growth and sustainability industries

Collaborate with local universities , R&D to develop AGRICULTURAL INFRASTRUCTURE

UNIVERSITIES/ R&D

that perform under Ecology Model

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

The Proposal of Industrial Waterscape as an alternative proposal do not only serve monotonous industrial functional spaces but aim to create quality urban spaces for diversity of usage.

This can be achieve through creating Water Corridor as an catalyst of my proposal

OR

Module Module

TypeA1:

TypeS1:

Mix Uses of Industries

3 General Objective

-High- Tech -Chemical/ Bio tech -Light Industrial

Small Intergrated Stormwater Treatment within each Module

Stormwater Module TypeA2: Mix Uses

Treatment Park + Intergrated Public Spaces

-Residences

-Residences -Mix Uses Industrial

Module TypeB3: Module

Mix Uses

TypeB2:

-Residences

Mix Uses of

-Commercial

Module TypeB2: Mix Uses of

Industries

Industries

Small Intergrated

Large Intergrated

Small Intergrated

Small Intergrated

Small Intergrated

Small Intergrated

Stormwater

Stormwater

Stormwater

Stormwater

Stormwater

Stormwater

Treatment within

Treatment within

Treatment within

Treatment within

Treatment within

Treatment within

each Module

each Module

each Module

each Module

each Module

each Module

30m Width Canal

Connector 3m BOARDWALK BRIDGE JOGGING URBAN PARK POCKET

Proposing Water Infrastructure 3

Mix Uses

-Mix Uses

System1: Aquatic Ecosystem Standard/ Third Recreation Standard

6m

2

TypeB1:

10m Width Canal

9m

1

Module

4

5

6

7

8

9

40m Width Canal

System2: Secondard Recreation Standard/ Primary Industries

BOATING CANOEING KAYAKING FISHING WAKEBOARDING

8m

Module

Module

TypeS2:

TypeS3:

Stormwater

Module

Module

Stormwater

Treatment Park

TypeC1:

TypeC2:

Treatment Park

+ Intergrated

Mix Uses

Mix Uses

+ Intergrated

Public Spaces

-Residences

-Residences

Public Spaces

OR

-Mix Uses

Large Intergrated Stormwater Treatment within each Module

-Commercia

12m

16m

System1: 20m

24m

28m

EXISTING RIVER

32m

System2:

36m

Small Intergrated

Small Intergrated

Large Intergrated

Stormwater

Stormwater

Stormwater

Treatment within

Treatment within

Treatment within

each Module

each Module

each Module

40m

44m

48m

System3:

60m

The Relationship between Width of the canal & Water quality & Programme

60m Width Canal Connector System3: Primary Contact Standard

Connector

SWIMMING SURFING INTERACTIVE WATER FEATURE CHILDREN WATER PLAYGROUND

Existing River

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

4

Proposing Water Infrastructure Water Distrubution Pattern Projective Diagrams

1

Lowest Highest Mid Water Water Water Quality Quality Quality

Highest Mid Water Water Quality Quality

4 Proposing Water Infrastructure

3

Lowest Water Quality

Mid Water Quality

Using the concept of materials as information, blurring the conventional boundary betweem matter (physcial) and information (non- physical) establish doing- and making as a primary model of investigation for possibility of

Highest Water Quality

MOVING WATER in the territory Highest Point Mid Point Lowest Point Conceptual Diagram: Elevation of nature system 2

Wetand system as a connector

Elevation of Water infrastructure Diagram

Parameter is set according to the nature system: Nature behaviour of the water system:

Identify source point (most polluted area)at the highest point While the existing River is always At the lowest point)

With the force of gravity pull, Water always flow from highest point to the lowest point.

An Wetland system will attached at the Interchange area to treat the water in order to Meet the next level of water quality

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2

3

4

5

6

7

8

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Ridge structure – physical model Aim to explore the possible of moving water from high point to low point

5

Observe: Characteristic of Paper folding as Material The relationship between the folding surface and it’s height

The wider the folding surface; the taller it become A series of folded surface, from large to small, it will form a slope surface that can be implemented into water distribute system.

4

Material Investigation .: Characteristic of Paper Folding Paper folding as an potential material for water distribution system

Water distribution pattern

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

4 Proposing Water Infrastructure

Define: lowest water quality

Material Respond to the Site condition

1

2

3

4

5

6

7

8

9

Define: mid level of water quality

Define: Highest level of water quality

Lowest Water Quality Mid Water Quality Highest Water Quality Demolish Site Road node

Creating hierarchy of height different Lowest to highest Irrigation node

water quality; intention is to to move the water

Water distribution pattern : Water Moving Strategies

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

4 Proposing Water Infrastructure

Define: lowest water quality convey path

Material Respond to the Site condition

1

2

3

4

5

6

7

8

9

Define: mid level of water quality Potential convey path

Define: Highest level of Potential convey path

Lowest Water Quality Mid Water Quality Highest Water Quality Demolish Site Road node Irrigation node Lowest Water Quality convey path Mid Water Quality convey path Highest Water Quality convey path

Interweaving those strips to Move the water in-between them

Water distribution pattern :

Potential convey path to move the water

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

4 Proposing Water Infrastructure

An Artifical topography is formed

1

2

Observe: the Edge that along those topography able to move the water without depending on the surface

Physical Model has been built to test it’s captivity 1

2

3

4

5

6

7

8

9

3

Remove the surface and using the edge of the material as a Convey pipe * And only certain area will require surface to allow water to flow; will indicate in the landfill drawing

Lowest Water Quality Mid Water Quality Highest Water Quality Demolish Site Road node Irrigation node Lowest Water Quality convey path Mid Water Quality convey path Highest Water Quality convey path New convey pipe

Remove the surface and using The edge of the material to Convey the water

Water distribution pattern : Evolving into infrastructure

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

4 Proposing Water Infrastructure Convey pipe Demolish Site

Identify the area where the infrastructure will

Road node

ter Skeleton according to it’s height. This

be happened. Assign the width of the WaProcess allow maximum coverage from this

Irrigation node

system

Water distribution pattern : Formation of Water Skeleton 1

2

3

4

5

6

7

8

9

Lowest Water Quality

Mid Water Quality

Highest Water Quality

10m width/ 9m height 30m width/ 6m height 60m width/ 3m height Demolish Site Road node Irrigation node Existing Canal Existing River

RELATIONSHIP BETWEEN EXISTING WATER QUALITY WITH THE HEIGHT & WIDTH OF THE PROPOSAL INFRASTRUCTURE Identify the area where the infrastructure will be happened. Assign the width of the Water Skeleton according to it’s height & Width. This Process allow maximum coverage from this system at a appropriate location

Water distribution pattern : Evolving into infrastructure

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

Respond to the Existing River:

2

Readjust the joint of Water Skeleton adjacent to the Existing River . Also lower it’s height by 1 level (3m) Respond to the Existing River:

2

Readjust the joint of Water Skeleton adjacent to the Exist-

2

ing River . Also lower it’s height

Respond to the Existing River: Readjust the joint of Water

by 1 level (3m)

Skeleton adjacent to the Existing River

4 Proposing Water Infrastructure

Respond to the Existing River:

2

Readjust the joint of Water

1

Skeleton adjacent to the Exist-

Water Flow Direction1 : Readjust the angle of Water

ing River . Also lower it’s height

Skeleton, so that the water able

by 1 level (3m)

to flow continually

Respond to the Existing River:

2

Readjust the joint of Water Skeleton adjacent to the Existing River . Also lower it’s height

1

by 1 level (3m)

Water Flow Direction1 : Readjust the angle of Water Skeleton, so that the water able to flow continually

Water Flow Direction1 :

1

Readjust the angle of Water Skeleton, so that the water able to flow continually

1

Water Flow Direction1 : Readjust the angle of Water Skeleton, so that the water able to flow continually

Water distribution pattern : Restruction of Water Skeleton (Detail) 1

2

3

4

5

6

7

8

9

Water Skeleton Restructed Water Skeleton Demolish Site Road node Irrigation node Existing Canal

Responding to the Site Condition. Water Skeleton restructured at certain problematic angle in order to Move the water . And the height is readjusted

Existing River

when it intersect with existing road. Water body.

Water distribution pattern : Restruction of Water Skeleton

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

Lowest Water Quality

Mid Water Quality

Highest Water Quality

8m

12m

16m

System1:

20m

24m

28m

32m

4 Proposing Water Infrastructure

System2:

36m

40m

44m

48m 60m

Wetand system as a connector

The Relationship between Width of the canal & Water quality & Programme

POOR Water Quality

1

2

3

4

5

6

7

8

9

GOOD

System3:

Lowest Water Quality

Mid Water Quality

Highest Water Quality

9mn 10 width Elevated Water height range-9-6m 30m width Elevated Water height range 6-3m

6mn

40m width Elevated Water height range 6-3m 60m width Elevated Water height range 3-0m

3mn

Existing Canal Existing River

0mn

Existing River

Elevated Water Infrastructure is composite Of efficiency connector among water Skeleton

Water distribution pattern : Evolution of Elevated Water Infrastructure

Elevation of FLOWING water within infrastructure in relationship with quality of water it’s carry

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

4 Proposing Water Infrastructure

Lowest Water Quality

Mid Water Quality

Highest Water Quality

10 width Elevated Water height range-9-6m 30m width Elevated Water height range Existing Canal 6-3m Existing River 30m width Elevated Water height range

10m width Elevated Water Infrastructure 6-3m

Height Range : 6- 9m Depth: 3m

60m width Elevated Water height range

Allow up to 2 storey 3-0mbuilding to slot underneath the infrastructure Water System1: Aquatic Ecosystem Standard.

Adjacent Activities: Boardwalk Bridge Jogging

Water distribution pattern : Detail of Elevated Water Infrastructure 1

2

3

4

5

6

7

8

9

Elevation of FLOWING water within infrastructure in relationship with quality of water it’s carry

30m width Elevated Water height range 6-3m

Lowest Water Quality

Mid Water Quality

Highest Water Quality

40m width Elevated Water height range 6-3m Existing Canal 60m width Elevated Water height range Existing River 3-0m

30- 40m width Elevated Water Infrastructure Height Range : 6- 3m Depth: 3m Allow up to 1 -2 storey building to slot underneath the infrastructure System2: Secondary Recreation standard/ Adjacent Activities: Boating Canoeing Fishing Wakeboarding

Primary Industries - Irrigation - Fisheries & Aquaculture - Non- Portable Water

Water distribution pattern :

Detail of Elevated Water Infrastructure

Elevation of FLOWING water in relationship with quality of water it’s contain

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

4 Proposing Water Infrastructure

10 width Elevated Water height range-9-6m 30m width Elevated Water height range 6-3m

Lowest Water Quality

Mid Water Quality

Highest Water Quality

30m width Elevated Water height range 6-3m 60m width Elevated Water height range 3-0m Existing Canal Existing River

60m width Elevated Water Infrastructure Height Range : 0- 3m Depth: 3m Do not allow building to slot underneath he infrastructure System3: Primary Contact standard Adjacent Activities: Swimming Surfing Interactive Water Feature Children Water Playground

Water distribution pattern :

Detail of Elevated Water Infrastructure 1

2

3

4

5

6

7

8

9

Elevation of FLOWING water in relationship with quality of water it’s contain

Lowest Water Quality

Mid Water Quality

Highest Water Quality

BLUEConnector 1- WETPOND BLUEConnector 2- TERRACE WETLAND BLUEConnector 3- DETENTION BASIN Elevated Water Infrastructure Existing Canal Existing River

Water distribution pattern : Connectors

Elevation of FLOWING water in relationship with quality of water it’s contain

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LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

4 Proposing Water Infrastructure

10 width Elevated Water height range-9-6m 30m width Elevated Water height range 6-3m 40m width Elevated Water height range 6-3m 60m width Elevated Water height range 3-0m Existing Canal

Landfill to achieve 5% slope only occur on 3 selected condition.

Existing River Landfill At The highest point of the water infrastructure Interchange between two water system

Highest Point. Lowest point of the water infrastructure and Interchange between water system. The intention is to move the water back to the ground

The Lowest point of the water infrastructure

Water distribution pattern : GroundWork 1

2

3

4

5

6

7

8

9

Landfill At the highest point of the water infrastructure

Landfill at Interchange of water system

Landfill at the Lowest point of the water infrastructure

Other than moving the water, i have decided to further examining the potential of the landfill through the integration between landform with builtform. And possible ways of it responding with Existing condition

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ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

5

Water Infrastructure as City Framework Massing Strategies Overall Massing Strategies

10m Width Canal

9m

System1: Aquatic Ecosystem Standard/ Third Recreation Standard

6m

30m Width Canal

Connector 3m

40m Width Canal

System2: Secondard Recreation Standard/ Primary Industries

*PHASE1

*PHASE1 *

5 Water Infrastructure as City Framework

+

+

TYPE Water Corridor that run throught modules and connect to the connector

3

:

TypeA1: Mix Uses of Industries

3

:

2

Ratio Ratio of module per band 6

7

8

9

TypeS1: Stormwater Treatment Park + Intergrated Public Spaces

2

Metals; Oil Bacteria;

+ :

TypeB4: Universities & Mix Uses

Target Pollutant Sediment; Trash,

*

TypeA1: Mix Uses of Industries

5

TypeA2: Mix Uses & Residences

*PHASE3

it support different activities according to it’s water quality standard

4

1

*

Water Corridor that run throught modules and connect to the connector

3

:

*PHASE2

+

2

TypeB2: Mix Uses Industries

3

1

*PHASE2

it support different activities according to it’s water quality standard

1

TypeB3: Commercial & Residences

TypeA2: Mix Uses & Residences

TypeA1: Mix Uses of Industries

*PHASE3

Organics

TypeA3: Commercial & Residences

1

+

TypeB1: Mix Uses & Residences

TypeB2: Mix Uses Industries

3

:

1

60m Width Canal Connector System3: Primary Contact Standard

Connector Existing River

*PHASE2

TypeS2: Stormwater Treatment Park + Intergrated Public Spaces Target Pollutant

TypeS3: Stormwater Treatment Park + Intergrated Public Spaces

TypeC1: Residence & Mix Use

Nitrogen &

Pollutant Removal

Phosphorous pollutant load

Total Suspended Solids

*PHASE3

TypeC2: Residence & Commercial

1

:

1

*Internal Phasing with it’s band

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ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

5 Water Infrastructure as City Framework

A1- Mix uses of Industries A2- Mix uses & Residences B1- Mix uses & Residences

10 width Elevated Water height range-9-6m

B2- Mix uses of Industries

30m width Elevated Water height range 6-3m

B3- Commercial & Residences

40m width Elevated Water height range 6-3m

B4- Universities & Mix Uses

60m width Elevated Water height range 3-0m

C1- Residence & Miix Uses

Existing Canal

C2- Residence & Commercial

Existing River

BLUEConnector 1- WETPOND BLUEConnector 2- TERRACE WETLAND BLUEConnector 3- DETENTION BASIN

1

2

3

4

5

6

7

8

9

Overall Massing Strategy

TypeA1: Mix Uses of Industries Plot Size Light Industries: min 0.625ha Genernal: min 1.25ha Plot Ratio Light Industries : 3 (up to 3 Storey) General Industires: 1 (up to 1 Storey)

TypeA2: Mix Uses & Residences Plot Size Mix Uses: min 0.625ha Residence: min 2ha Plot Ratio Overall Mix Uses : 2.8 (up to 36 Storey) Mix Uses A: 1- 2 Storey Mix Uses B: max 30 Storey

10 width Elevated Water height range-9-6m

Overall Residence: 2.8 (up to 36 Storey) Residence A: max 2 Storey

A1- Mix uses of Industries

Residence B: max 30 Storey

A2- Mix uses & Residences BLUEConnector 1- WETPOND BLUEConnector 2- TERRACE WETLAND BLUEConnector 3- DETENTION BASIN

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ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

TypeB1: Mix Uses & Residence Plot Size Mix Uses: min 0.625ha Residence: min 2ha Plot Ratio Overall Mix Uses : 2.1 (up to 24 Storey) Mix Uses A: 1-3 Storey Mix Uses B: max 20 Storey

5 Water Infrastructure as City Framework

Overall Residence: 2.1 (up to 24 Storey) Residence A: max 1 Storey Residence B: max 22 Storey

TypeB2: Mix Uses Industries Plot Size Mix Uses: min 0.625ha Residence: min 2ha 30 width Elevated Water height range-6-3m 40 width Elevated Water height range-6-3m B1- Mix Uses & Residence

BLUEConnector 1- WETPOND BLUEConnector 2- TERRACE WETLAND BLUEConnector 3- DETENTION BASIN

2

3

4

5

6

7

8

Overall Mix Uses : 2.1 (up to 24 Storey) Mix Uses A: 1-3 Storey Mix Uses B: max 20 Storey Overall Residence: 2.1 (up to 24 Storey)

B2- Mix Uses Industries

1

Plot Ratio

9

Residence A: max 1 Storey Residence B: max 22 Storey

TypeB3: Commercial & Residences Plot Size Commercial: min 0.875ha Residence: min 2ha Plot Ratio Comercial : 3 - 1.4 ( up to 5 Storey) Overall Residence: 2.1 (up to 24 Storey) Residence A: max 3 Storey Residence B: max 20 Storey

TypeB4: Universities & Mix Uses Plot Size University Campus: min 5ha

30 width Elevated Water height range-6-3m

Residence: min 2ha

40 width Elevated Water height range-6-3m

Plot Ratio

B3- Commercial & Residences

University Campus: 3 (up to 3 Storey) Residence: 3 - 1.4 ( up to 5 Storey)

B4- Universities & Mix Uses BLUEConnector 1- WETPOND BLUEConnector 2- TERRACE WETLAND BLUEConnector 3- DETENTION BASIN

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TypeC1: Residence & Mix Use Plot Size Mix Uses: min 0.625ha Residence: min 2ha Plot Ratio Overall Mix Uses : 1.4 (up to 12 Storey) Mix Uses A: 1- 3 Storey

5 Water Infrastructure as City Framework

Mix Uses B: max 5 Storey Overall Residence: 1.4 (up to 12 Storey) Residence A: max 1 Storey Residence B: max 10 Storey

TypeC2: Commercial & Residences Plot Size Commercial: min 0.875ha Residence: min 2ha 60 width Elevated Water height range-3-0m

Plot Ratio C1- Mix Uses & Residence

Comercial : 3 - 1.4 ( up to 5 Storey)

C2- Commercial & Residences

Overall Residence: 1.4 (up to 12 Sto-

BLUEConnector 1- WETPOND

Residence A: max1 Storey

rey)) Residence B: max 10 Storey

BLUEConnector 2- TERRACE WETLAND BLUEConnector 3- DETENTION BASIN

1

2

3

4

5

6

7

8

9

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6

MODULES DEVELOPMENT Programme Module Development Module: Knowledge & Residence Module: Residence & Mix Uses Module: M ix Industries Module: Mix use & Commercial Module: Connector Module Negotation Process

6 MODULE DEVELOPMENT

9 8 7 6 5 4 3 2 1

Explore the these tectonic movement in relation with certain Parameter.

1. 9m/ 6m/ 3m height of the water infrastructure 2. Combination of different programmes 3. Different units for the module. 4 units&12 units & 18 units The aim of these exercise is to explore possibities of varies movements generated within the parameter in order to find suitable lines of water flows lines that crystallizing different programmatic elements bases on the sharing spaces and Possible movement within them.

I have set most of the programme module as 12units rather than 18 units as 12 units a( made up a minimum of 200m in length) is more flexible in term of allotting programmes and for propagating into the site.

Exception are programme module- university & Mix use are require 18 units.

Different type of movement is crystalised according to different programme requirement & Water Infrastructure

Relationship between Programme & Circulation Catalogues

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ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

1-3 Storey 1-3 Storey General Industries

S i d e View

Light Industries

Programme Module : A1 & B2 Mix Uses of Industries -High- Tech -Chemical/ Bio tech -Light Industrial

Plan 12-36 Storey 2.8 Gross Plot Ration

6 MODULE DEVELOPMENT

12-36 Storey 2.8 Gross Plot Ration

1-12 Storey 1.6 Gross Plot Ration

Residences

1-12 Storey 1.6 Gross Plot Ration

Mix Uses

S i d e View

S i d e View Programme Module : A2 & B1 & C1 Residences & -Mix Use

Plan

Universities

Residences

Universities 1-2 Storey

Commercial

1-6 Storey

1-2 Storey

1-12 Storey 1.6 Gross Plot Ration

S i d e View

Mix Uses

Plan

Module Development:

Relationship between Builtform & Water Movement 1

2

3

4

5

6

7

8

9

Programme Module : B4 University Campus & Mix Uses

Programme Module : B3& C2 Commercial & Residences

Plan

LANDFILL 100% with 5% slope

LANDFILL 50% with 5% slope

LANDFILL 30% with 5% slope

NO LANDFILL

9m

9m

9m

9m

6m

6m

6m

6m

3m

3m

3m

3m

TYPE A2: 9m Elevated infrastructure

TYPE A1: 9m Elevated infrastructure

TYPE A3: 9m Elevated infrastructure

TYPE A4: 9m Elevated infrastructure

9m

9m

9m

9m

6m

6m

6m

6m

3m

3m

3m

3m

TYPE B2: 6m Elevated infrastructure

TYPE B1: 6m Elevated infrastructure

TYPE B3: 6m Elevated infrastrucNOT APPLICABLE ture

TYPE B4: 6m Elevated infrastructure

9m

9m

9m

9m

6m

6m

6m

6m

3m

3m

3m

3m

TYPE C2: 3m Elevated infrastructure

TYPE C1: 3m Elevated infrastructure

TYPE C3: 3m Elevated infrastructure

TYPE C3: 3m Elevated infrastructure

NOT APPLICABLE

Explore the captivity of integration between Elevated Water Infrastructure & Landform & Built Form 9M ELEVATED WATER INFRASTRUCTURE BUILT FO BUILT FO BUILT F

BUILT FO

BUILT FORM

BUILT F

BUILT F

BUILT F

TYPE: C2 TYPE: C3

Relationship Between Volume of the builtform with water infrastructure

6M ELEVATED

BUILT FO BUILT FO

BUILT FO

TYPE: B2

Module Development:

BUILT FORM

WATER INFRASTRUCTURE

BUILT FORM

BUILT FO

BUILT FORM

3M ELEVATED

BUILT FORM

WATER INFRASTRUCTURE

BUILT FORM BUILT FORM

TYPE: B4

BUILT FORM BUILT FORM

TYPE: A3 TYPE: A4

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ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

6 MODULE DEVELOPMENT

9 8 7 6 5 4 3 2 1

Module Development:

Exploring Different Ways of Integrating Water Corridor with Builtform

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Water Corridor 2 Rooftop Integratd with the Landscape (left); form an artifiical ground for events

University *2 Storey

Module: B4- University and Residence (Water Corridor1) University *2 Storey

6m

Ele

vat

ed

Wa te

University

r in

fras

truc

ture

*2 Storey

2

Water Corridor 1 : During the Wet Season,

6 MODULE DEVELOPMENT

Water casceding from elevated Water Infrastructure, running through the lawn Terrace Residence Building taking the form of the ground

*1- 2 Storey

1 Water Corridor1: Water Casceding down from Elevated Water Infrastructure During the Wet Season

2 Water Corridor 1 : During the Wet Season, Water casceding from elevated Water Infrastructure, running through the lawn Terrace

1 Water Corridor 1: Dry Pond capture Casceding Water during the wet season

1

2

3

4

5

6

7

8

9

1

Water Corridor 2 stringline of water running dorwn from elevated water infrastructre

Residence *1- 2 Storey

6m

Module: B4- University and Residence (Water Corridor2) University

Technical Specifical of the module

Ele

vate

dW ater

2

infra

stru

Water Corridor 2 Elevated Wetland at 3m treating the water before

ctur

e University

*2 Storey

*2 Storey

Plot Size University Campus: min 5ha Residence: min 2ha

University

Building taking the form of the ground

*2 Storey

Plot Ratio

WI

University Campus: 3 (up to 3 Storey)

3

Water Corridor2 Water Wall

Residence: 3 - 1.4 ( up to 5 Storey) Road Infrastructure: 2 Vehicle Lane (7m) 3m Pedestrian Path

Building folded

Water Infrastructure

in respond to

Elevated Water Infrastructure: 6m in height

it’s ground condition

WI (one storey of useable spaces underneath; are integrated as part of university compus) Water Quality: Secondary Recreation Standard 3

Water Corridor: Permanent :Water Corridor 2 Temporary: Water Corridor 1

3

University

2

University

Water Corridor 2 Water Wall 1

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MODULE TYPE C1: Mix Uses & Residences

Water Corridor:

Private Garden

Water flow down from

(3m Elevated Water Infrastructure)

Elevated Water Infrastructure form FL 2.5

1

3m

Technical Specifical of the module

shallow Swimming Pool Elev

ated

Wat er

FL 0.0

Plot Size

infra

stru

Mix Uses: min 0.625ha

ctur

e

Residence: min 2ha

FL 6.0 Plot Ratio Mix Uses B

Overall Mix Uses : 1.4 (up to 12 Storey) Residences A

* 5 Storey

Mix Uses A: 1- 3 Storey

Residences B

*1 Storey

FL 3.0

Mix Uses B: max 5 Storey

*10 Storey

Overall Residence: 1.4 (up to 12 Storey) Residence A: max 1 Storey

6 MODULE DEVELOPMENT

Residence B: max 10 Storey Mix Use A

Road Infrastructure:

*1 Storey FL3.0

3 Vehicle Lane (12m)

FL 3.0 Water Corridor1: Water from the Swimming Pool get treat-

2

ed in the Constructued Wetland

3m Pedestrian Path Water Infrastructure Elevated Water Infrastructure: 3m in height As the water is with 3m depth, unable to allow

FL 0.0

any builtform to be integrated underneath it.

Water Quality: Primary Contact Standard Water Corridor: Permanent :Water Corridor

Swimming Pool 2

1

Building folded as responding to the flowing Water

Water Corridor1: Water from the Swimming Pool get treated in the Constructued Wetland

Residences B

FL 6.0

Residences

*10 Storey

FL 6.0 FL 3.0

Mix Use

FL 6.0 FL 3.0

1

2

3

4

5

6

7

8

9

MODULE TYPE B1: Mix Uses & Residences

Water Corridor: Water flow down from Elevated Water Infrastructure form

Community Garden

(6m Elevated Water Infrastructure)

Recreation Pool such

1 6m

as canoeing Elev

ated

slope 12%

Wat er

infra

Plot Size

stru

for Boat Landing

Technical Specifical of the module

Mix Uses: min 0.625ha

ctur

e

Residence: min 2ha

Residences A *1 Storey

Mix Uses B

Plot Ratio

Residences B

FL6.0

*5 Storey

Overall Mix Uses : 2.1 (up to 24 Storey)

*15 Storey

Mix Uses A: 1-3 Storey Mix Uses B: max 20 Storey Overall Residence: 2.1 (up to 24 Storey) Residence A: max 1 Storey

WI

Mix Use A *2 Storey

Residence B: max 22 Storey

FL9.0

FL6.0

Road Infrastructure:

Water Corridor: Water from the Recreation

2

Pool get treated in the Constructued Wetland

3 Vehicle Lane (12m) 3m Pedestrian Path Water Infrastructure Elevated Water Infrastructure: 6m in height WI ( two storey of useable spaces underneath; are integrated as part of Residence units) Water Quality: Secondard Recreation Standard

Podium Deck at FL.9m 1 Residences B *5 Storey

Water Corridor:

Water Corridor: Water flow down from Elevated

2 Water Corridor: Water from the Recreation Pool get treated in the Constructued

Permanent :Water Corridor

Water Infrastructure form

Mix Uses B

Recreation Pool such

*5 Storey

as canoeing

Wetland Mix Uses B Mix Use A

slope 12%

*5 Storey

for Boat Landing

*2 Storey Building taking the form of the ground

Podium Deck at FL.9m

Water Corridor

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Jogging Track/ cycling path along the stream @ FL 9.0

MODULE TYPE A2: Mix Uses & Residences

Water Corridor: Water flow down from

Multi- Purpose Spaces

1 FL 6.0

9m

(9m Elevated Water Infrastructure)

Elevated Water Infrastructure

Elev

ated

Wat er

to form Meandering Stream infra

stru

slope 5%

Technical Specifical of the module

ctur

e

Plot Size

gentle Slope

Residences B

to support waterfront

* 25 Storey

Mix Uses: min 0.625ha Residence: min 2ha

activities such as fishing FL9.0

Mix Uses B

Plot Ratio

Community Open Air plaza

Overall Mix Uses : 2.8 (up to 36 Storey) Mix Uses A: 1- 2 Storey

1 5 Storey

Mix Uses B: max 30 Storey Overall Residence: 2.8 (up to 36 Storey) Residence A: max 2 Storey

6 MODULE DEVELOPMENT

FL 3.0

WI Residences A

Road Infrastructure:

*1-2 Storey

3 Vehicle Lane (12m) FL3.0

Mix Use A *1 Storey

FL3.0

3m Pedestrian Path Water Corridor: Water from the Meandering Stream

2

get treated in the Constructued Wetland

Water Corridor:

2

Mix Uses B

* 25 Storey

FL9.0

FL9.0

2

1

2

3

4

5

6

7

8

9

Mix Uses B 1 5 Storey

1 5 Storey

FL3.0

Permanent :Water Corridor

Begaining of meandering

Residences B

FL3.0

WI Elevated Water Infrastructure: 3m in height ( two storey of useable spaces underneath; Water Quality: Aquatic Ecosystem Standard

1 Water Corridor Water Corridor:

Water Infrastructure

are integrated as part of Residence units)

FL 0.0

1

Residence B: max 30 Storey

Water Corridor:

MODULE TYPE B1: Mix Uses of Industries

Water flow down from Elevated Water Infrastructure form Series of Pond with different depth that cater

1

(6m Elevated Water Infrastructure)

for varies possible functional uses

Technical Specifical of the module Green Corridor

6m

FL6.0

Plot Size

Ele

vate

FL3.0

FL0.0

dW ater

Light Industries: min 0.625ha

Integration between

infra

stru

Genernal: min 1.25ha

Landscape & Builtform

ctur

to form additional functional

e

FL12.0

Plot Ratio

platform

Light Industries : 3 (up to 3 Storey) General Industires: 1 (up to 1 Storey)

Light Industries *3torey

General Industries

Road Infrastructure:

*3torey

4 Vehicle Lane (16m)

Water Corridor:

3m Pedestrian Path

WI

Water from the pond then casceding down

Water Infrastructure

as a Waterwall

2

Elevated Water Infrastructure:6m in height FL9.0

FL0.0

WI ( one storey of useable spaces underneath; are integrated as part of Residence units) Water Quality: Secondard Recreation Standard

FL3.0

Water Corridor: Permanent :Water Corridor

1

Water Corridor: Water flow down from Elevated Water Infrastructure form Series of Pond Green Corridor 2

Water Corridor: Water from the pond

2

then casceding down

FL12.0

as a Waterwall Light Industries *3torey

FL12.0

Light Industries *3torey

FL9.0 WI

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Industrial Waterscape

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ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

1

MODULE TYPE B3: Commercial & Residences

Water Corridor: Water flow down from Elevated Water Infrastructure

Open Plaza

form Series of Pond with different depth that cater

(6m Elevated Water Infrastructure)

for varies possible functional uses

Technical Specifical of the module

Industries A 1 Storey

FL6.0

Plot Size

Functional Lawn

FL3.0

9m

FL0.0

Light Industries: min 0.625ha Genernal: min 1.25ha

Elev

ated

FL12.0

Wat er

infra

stru

Plot Ratio

ctur

e

Light Industries : 3 (up to 3 Storey) Light Industries A: 1- 2 Storey

Light Industries (B)

General Industres

*1torey

*1 Storey

Light Industries B: max 3 Storey 2

6 MODULE DEVELOPMENT

FL6.0

General Industires: 1 (up to 1 Storey)

Water Corridor: Water from the pond then casceding down as a Waterwall

Road Infrastructure:

WI

4 Vehicle Lane (16m) 3m Pedestrian Path

FL9.0

Water Infrastructure WI Elevated Water Infrastructure: 9m in height ( two storey of useable spaces underneath; are integrated as part of Residence units)

FL 0.0

Water Quality: Aquatic Ecosystem Standard Water Corridor:

1

Water Corridor:

Permanent :Water Corridor

Water flow down from Elevated Water Infrastructure

1

form Series of Pond with different depth that cater

Water Corridor:

for varies possible functional uses 2

Industries A

2 Water Corridor: Water from the pond then casceding down

1 Storey

as a Waterwall

Water from the pond then cascedLight Industries (B) *1torey

ing down as a Waterwall FL12.0

Light Industries (B) *1torey Industries A 1 Storey WI 2

1

2

3

4

5

6

7

8

9

Water Corridor:

General Industres *1 Storey

1

MODULE TYPE B3: Commercial & Residences

Water Corridor: Water flow down from Elevated Water Infrastructure form

(6m Elevated Water Infrastructure)

long linear Contemporary waterway 6m

Elev

ated

FL 3.0 FL 0.0

Wat er

Technical Specifical of the module Plot Size

infra

stru

Commercial: min 0.875ha

ctur

e

Residence: min 2ha

FL6.0 FL9.0

Plot Ratio

Residences A

Comercial : 3 - 1.4 ( up to 5 Storey)

Residences B

*3 Storey

Overall Residence: 2.1 (up to 24 Storey)

* 15 Storey

FL3.0

Residence A: max 3 Storey Residence B: max 20 Storey Road Infrastructure:

Commercial *3Storey

3 Vehicle Lane (12m)

WI

FL 6.0

3m Pedestrian Path Bridge like Structure

Swimming Pool

Building taking the form of the ground

Water Infrastructure Elevated Water Infrastructure:6m in height WI( one storey of useable spaces underneath;

Water Corridor:

2

are integrated as part of Residence units)

Terrace Wetland treating

FL 0.0

the Water from contemporary Water Quality: Secondard Recreation Standard

waterway & Swimming Pool 2

Water Corridor:

1

Water Corridor:

Water Corridor:

Permanent :Water Corridor

Water flow down from Elevated

Bridge like

Water Infrastructure form long

structure at the entrance

linearContemporary waterway

FL9.0

Water Corridor:

Commercial *3 storey

Commercial

1

FL3.0

FL3.0

FL6.0

Residences B

FL9.0

* 25 Storey

*3 storey

FL9.0 FL3.0

FL9.0

FL6.0

FL9.0 FL 5.5

WI

FL 0.0 2

Building taking the form of the ground

Water Corridor: Terrace Wetland treating the Water from con-

ndustrial Waterscape Motion Fabricationtemporary Iwaterway

MAK MUN PHENG

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

Pool 2

3

CONNECTOR TYPE S1: Integrated Stormwater Treatment with Public Park

In the Dry Season, the lower outlet is closed. During the Wet Season, the lower outlet

1

is opened to draw down the permanent pool.

2

Inflow/ Sediment forebay Water flow down from Elevated Water Infrastruc-

Technical Specifical of the module

ture to Sediment forebay before go through dif-

Wet ponds (a.k.a. stormwater ponds, retention

ferent oermanent pool basin.

ponds, wet extended detention ponds) are con-

Permanent Pool 1

structed basins that have a permanent pool of

Permanent pool volume equal to FL 9.0

twice the water quality volume.

Water depth not to exceed about

The forebay should be sized to contain 15 to 25%

water throughout the year (or at least through-

of the permanent pool volume and should be at

out the wet season) and differ from constructed

least 3 feet deep.

wetlands primarily in having a greater average

8 feet.

depth.

Wetland vegetation occupying no

FL6.0

more than 25% of surface area.

Ponds treat incoming stormwater runoff by settling and biological uptake. The primary removal

6 MODULE DEVELOPMENT

FL0.0

mechanism is settling as stormwater runoff re-

FL3.0

sides in this pool, but pollutant uptake, particularly of nutrients, also occurs to some degree through biological activity in the pond. Wet ponds

FL6.0

are among the most widely used stormwater practices

Wet basins are integrated with the Path and work as public amenity when integrated into a park setting.

FL0.0

Facility Sizing – The basin should be sized to hold the permanent pool as well as the required

And they can provide substantial aesthetic/recreational value

water quality volume. The volume of the perma-

and wildlifeand wetlands habitat.

nent pool should equal twice the water quality volume.

Pond Configuration - The wet basin should be

Type of Wetland Plants

configured as a two stage facility with a sediment forebay and a main pool. The basins should be wedge-shaped, narrowest at the inlet and widest at the outlet. The minimum length to width ratio should be 1.5 where feasible. The perimeter of all permanent pool areas with depths of 4.0 feet or greater should be surrounded by an aquatic bench. This bench should extend inward 5-10 feet from the perimeter of the permanent pool and should be no more than 18 inches below normal depth. The area of the bench should not exceed about 25% of pond surface. The depth in BACCHARIS SALICIFOLIA

SALIX LASIOLEPIS

FRANKENIA GRANDIFOLIA

SALIX LASIOLEPIS

the center of the basin should be 4 – 8 feet deep to prevent vegetation from encroaching on the pond open water surface.

1

2

3

4

5

6

7

8

9

CONNECTOR TYPE S2: Integrated Stormwater Treatment with Public Park Wetlands are among the most effective stormwater 1

practices in terms of pollutant removal and they also

Inflow/ Sediment forebay

offer aesthetic value. As stormwater runoff flows

Water flow down from Elevated Water Infrastructure to Sediment forebay before go FL6.0

through the wetland, pollutant removal is achieved

through Permanent pool basin.

through settling and biological uptake within the

Sediment forebay is a small pool (typically about

vegetation to remove nutrients and dissolved pollut-

wetland. Flow through the root systems forces the

10 percent of the volume of the permanent pool).

ants from the stormwater.

Facility Sizing – The basin should be sized to hold the permanent pool as well as the required water quality volume. The volume of the permanent pool should equal twice the water quality volume.

FL3.0 2

FL3.0

Permanent Pool

(2) Pond Configuration - The wet basin should be

Constructed wetlands generally feature relatively

configured as a two stage facility with a sediment

uniformly vegetated areas with depths of one

forebay and a main pool. The basins should be

foot or less and open water areas (25-50% of the

wedge-shaped, narrowest at the inlet and widest at

total area) no more than about 1.2 m (4 feet)

the outlet. The minimum length to width ratio should

deep, although design configuration options are

be

relatively flexible.

1.5 where feasible. The depth in the center of the

Wetland vegetation is comprised generally of a

basin should be about 4 feet deep to prevent veg-

diverse, local aquatic plant species.

etation from encroaching on the pond open water surface.

Constructed wetlands are often utilized in smaller sub-watersheds and are particularly appropriate in areas with residential

(3) Pond Side Slopes - Side slopes of the basin

land uses or other areas where high nutrient loads are consid-

should be 3:1 (H:V) or flatter for grass stabilized

ered to be potential problems

slopes. Slopes steeper than 3:1 should be stabilized with an appropriate slope stabilization practice.

Type of Wetland Plants

Capture volume determined by local requirements or sized to treat 85% of the annual runoff volume. 􀂄 Outlet designed to discharge the capture volume over a period of 24 hours. 􀂄 Permanent pool volume equal to twice the water quality volume. 􀂄 Water depth not to exceed about 4 feet.

PONTEDERIA CORDATA

TYPHA MINIMA

CYPERUS HASPAN VAR. VIVIPURUS

TYPHONODORUM LINDLEYANUM

􀂄 Wetland vegetation occupying no more than 50% of surface area.

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

7

Functional Masterplan Landscape Detail Sections

6 MODULE DEVELOPMENT

9 8 7 6 5 4 3 2 1

DETAIL SECTIONS

DETAIL MASTERPLAN Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

7 Functional Masterplan

9 8 7 6 5 4 3 2 1

SECTION A-A

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

7 Functional Masterplan

9 8 7 6 5 4 3 2 1

SECTION B-B

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

7 Functional Masterplan

9 8 7 6 5 4 3 2 1

SECTION C-C

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

7 Functional Masterplan

9 8 7 6 5 4 3 2 1

SECTION D-D

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

WATER FLOW along the water infrastructure

7 Functional Masterplan PEDESTRIAN FLOW along the water infrastructure

VEHICLE FLOW along the water infrastructure 1

2

3

4

5

6

7

8

9

Each different flows started to adjust itself to in respond to different programme while on the same time negotiating between different module to create a smooth transition

Negotiation Between Modules

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE

WATER FLOW along the water infrastructure

7 Functional Masterplan PEDESTRIAN FLOW along the water infrastructure

VEHICLE FLOW along the water infrastructure 1

2

3

4

5

6

7

8

9

Each different flows started to adjust itself to in respond to different programme while on the same time negotiating between different module to create a smooth transition

Negotiation Between Modules

Motion Fabrication MAK MUN PHENG

Industrial Waterscape

LANDSCAPE URBANISM 09/10

ARCHITECTURAL ASOCIATIONSCHOOL OF ARCHITECTURE