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
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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
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Water Infrastructure As City Framework
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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
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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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local and major road system within the territory. Indicating the arising of Infor-
Local Road
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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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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
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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
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9
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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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
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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
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2
3
4
5
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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
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5
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7
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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
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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
Motion Fabrication MAK MUN PHENG
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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
Motion Fabrication MAK MUN PHENG
Industrial Waterscape
LANDSCAPE URBANISM 09/10
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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
Motion Fabrication MAK MUN PHENG
Industrial Waterscape
LANDSCAPE URBANISM 09/10
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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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
Motion Fabrication MAK MUN PHENG
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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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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
Motion Fabrication MAK MUN PHENG
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6 MODULE DEVELOPMENT
9 8 7 6 5 4 3 2 1
Module Development:
Exploring Different Ways of Integrating Water Corridor with Builtform
Motion Fabrication MAK MUN PHENG
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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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LANDSCAPE URBANISM 09/10
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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
Motion Fabrication MAK MUN PHENG
Industrial Waterscape
LANDSCAPE URBANISM 09/10
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