er
ng Riv
Ciliwu
-0.36 m subsidence -0.48 m -0.60 m -0.72 m -0.84 m
eceng gondok or water hyacinth other sites water systems flowing into Waduk Pluit site 1 rivers and canals world bank map SPA (Stasiun Peralihan Antara, Waste Transit Station) 0
5 km
10 km
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
Creation of the Waduk Pluit over time
1959
1967
1969
1971
1972
1975
1985
1989
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
1996
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
1 km
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
As early as 1984, a team of researches for the water environment (from Puslitbang DKI or the Research and Development Center of Jakarta) recognized the problem of water hyacinths on the Waduk Pluit. DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
January
February
March
April
May
June
July
August
September
October
November
December
1.2 m 1.0 m 0.8 m 0.6 m 0.4 m 0.2 m mean sea level -0.2 m -0.4 m -.06 m
Annual Tidal Chart for Jakarta
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
System 1: Trash (Scenario: Wet Day) DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
System 2: Water Hyacinth (Scenario: Dry Day) DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
System 1: Trash (Scenario: Wet Day) DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
System 1: Trash (Scenario: Wet Day) DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
System 1: Trash (Scenario: Wet Day) DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
System 1: Trash (Scenario: Wet Day) DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
System 2: Water Hyacinth (Scenario: Dry Day)
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
System 1: Trash (Scenario: Wet Day) DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
System 1 + System 2 DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
WORLD BANK COMPLETES DREDGING_ Begin Phased Interventions_ Agency Engaged
Phase 1
Phase 2
Phase 3
Phase 4
Phase 5
Establish Hyacinth Factory
Add trash rake 2
Add trash rake 3
Build bubble parks- money gleaned from the sale of recycle funds construction
Hyper Eutrophic conditions created- market corridor constructed to handle increasing volumes of hyacinth
Phase 6
Demand for sediment grows- individual dredging operations begin in Waduk Pluit
Phase 7
Pump house is renovated to supply new source of fresh water to water plant
Phase 8
PAM Jaya constructs new water treatment plant in Muara Baru to process water from Waduk Pluit
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
Ministry of Public Works
PAM Jaya
PT Serat Papan Pembuat
Ancillary Markets
Labourers
Traders
Food Vendors
DPU-DKI Jakarta PIER
PT Leotunggal Mandiri
MARKET CORRIDOR Children
Hyacinth Collector Layanan Pembersih Saluran
Dredger
BUBBLE PARK
Trash Rakers
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
Trash Rakers
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
0.6
3.20
3.60 3.20
3.30
4.20 2.35
2.45
3.40
3.50
3.15
1.60 3.40
2.25
3.75 2.50
3.10
3.20
3.15
Water Source
3.20
2.40
1.50
1.30 1.50 3.20 2.30 1.60 1.90
1.40
0.70
1.20 2.40
2.30
Teluk Jak arta
1.40 1.90
1.40
0.70 1.35
0.95
2.50
1.10
ancol marina
1.20
2.50
muara angk e
1.40
2.20
1.35 1.60
0.80 0.90
2.50
1.40
2.30
0.95
2.55
kali angk e
1.50
1.25
1.20
0.90
1.25
0.60
2.55
0.85 0.90
kali mook ervart
1.60
teluk gong st .
1.50 2.60
0.85
0.80 0.60
2.50
1.20
gk
2.10 2.10
0.90
1.20
0.60
1.60
an
e
0.50
2.50
2.10
1.35
0.80
0.70 2.55
1.25 0.80
0.60 1.30 2.50
0.40
1.15
0.85
0.70 0.80 2.40 0.80 1.20
2.50
0.60
1.70
2.10
0.80
1.20
1.10 0.80 0.45
0.50
0.60
1.05
0.40
2.60
0.60
kali grogol
1.20
0.35 0.10
0.75
0.80
0.80
6.40
0.60
1.25
cak
ung
kebon melati
han
1.30 2.60
The current trash rake gate is mechanically consenen kwitang st.operated every day from 9 to 11 and 2-4 trolled and in the wet season. Trash is picked up by the rakes manggarai karet tengsin water and put on control the conveyor belt kali
ggra esan kali p
kali
0.50 1.20
1.60 2.50
kali buaran
2.55
1.35
Legend
1.20
4.50 0.20 1.20
1.30 1.20
1.20
0.80
1.40
2.30
1.15
0.70
1.25
7.40
0.20 0.60
0.60
Pump
1.30
0.70
0.60 1.25
0.90 1.10
1.20
1.20
Underground Water
0.70
0.70
0.40
0.55
1.30
0.40
0.90
M.T. Har yono st.
Gates
0.70
0.70
0.90
Secondary Canal
1.20 1.20 1.20
kampung gedong
kali sunter
0.20
0.60
kali ciliwung
0.20
kali krukut
0.50
kali kramat
1.10 0.50
0.45 1.20
Main Canal
1.30
0.60 1.20 1.70
0.65
1.10 0.40
1.60
0.45
Main water flow Secondary water flow Backflow Current
0.23
0.30
0.50
1.20 1.60
1.50
1.70
0.15 1.40 1.70
1.20 1.20
0.85
0.10
1.30
srengseng sawah
0.10
0.60
0.50
0.80 0.15 0.15 0.20
0.95 (0.80) 0.70 (0.90) (0.80) (0.90)
(0.20) (0.10) (0.60)
(0.80) (0.80) 0.20 0.40
0.50
0.75
0.55
0.10
(0.80)
0.20
(0.20) 0.50 (0.70) 0.60
(0.80)
(0.30)
0.70
0.45
0.75
0.70
(0.80)
0.30 0.45
0.10
0.45
0.10 (0.20)
0.55 0.10 0.40 (0.60)
0.65
(0.70)
(0.60)
0.20 0.10
(0.80)
(0.70) (0.50)
0.60
(0.10)
0.70
0.50
0.60
0.70
0.75
0.60
0.20
(0.10)
0.30 0.60
(0.90)
0.20
(0.40)
(0.80)
0.30
0.60
(0.80) (0.70)
(1.15)
0.10 (0.90)
(0.20)
0.10
0.50
(0.20)
The 4 rakes move horizontally to collect trash. The recyclable trash is separated by an actor
(0.70)
0.80
0.85
0.70 0.25 0.60
(0.20)
(0.40)
(0.10)
0.20
(0.80) (0.20)
0.70
(1.30)
(0.20) (0.90)
0.50 (0.90) 0.65
0.40
0.20
0.50
(0.40)
(1.20)
(0.90)
(0.70)
(0.10) 0.60
(0.90)
(0.60)
(0.90)
(0.10)
(0.70) (0.80) (0.80)
(0.60)
(0.50) (0.50) (0.10)
(0.90) (0.90)
(0.90)
(0.70)
0.40 (0.50) (0.90)
(0.90)
(0.90)
(0.60)
(0.80) (0.60)
(0.90) (0.90)
(0.30)
(0.90)
(0.80)
(0.20)
(0.80)
(0.90)
0.60
0.30
0.19
(0.40)
(0.60)
(0.40) (0.40) (0.40) (0.90) (0.70)
0.40
0.40
0.20
(0.90)
(0.80) (0.40) 0.20 0.30 0.10 (0.60) 0.40
(0.30)
0.40
(0.90) (0.20)
(0.60)
(0.30)
The thireteen rivers in Jakarta, almost all of them beginning in West Java and finish in the Jakarta Bay.Ciliwung river has a wide impact because its flowing inthe middle of Jajarta City and through much settlement.
2.50
MUARA BARU + WADUK PLUIT 2.10
2.10
2.10
Miktha Farid Huang Feng Jared Heming 2.10
2.30
2.20
2.10
2.10
2.40
2.10
2.20
2.40
2.40
2.30 2.25
2.20
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
Miktha Farid Jared Heming Mikhael Johanes Cathy Pyenson Leta Lestari
Huang Feng Yang Peng
(0.60)
KOTA AND LUAR BATANG
(0.60)
The collected trash is about 14 tons and transported by trucks twice a day
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
S1
0.2
1.80 1.40 0.30 0.75
3.10
0.4
2.20 1.80
2.40
2.50
0.6
3.20
3.60 3.20
3.30
4.20 2.35
2.45
3.40
3.50
3.15
1.60 3.40
2.25
3.75 2.50
3.10
3.20
3.15
Water Source
3.20
2.40
1.50
1.30 1.50 3.20 2.30 1.60 1.90
1.40
0.70
1.20 2.40
2.30
Teluk Jak arta
1.40 1.90
1.40
0.70 1.35
0.95
2.50
1.10
ancol marina
1.20
2.50
muara angk e
1.40
2.20
1.35 1.60
0.80 0.90
1.40
2.30
kali angk e
0.95
2.55
1.50
1.25
1.20
0.90
1.25
0.60
2.55
0.85 0.90
kali mook ervart
1.60
teluk gong st .
1.50 2.60
0.85
0.80 0.60
2.50
1.20
gk
2.10 2.10
0.90
1.20
0.60
1.60
an
e
es kali p
kali
0.50 1.20
1.60 2.50
0.50
2.50
2.10
1.35
0.80
0.70
1.25 0.80
0.60 1.30 2.50
0.40
1.15
1.30
1.20
2.60
0.85
0.70 0.80 2.40 0.80 1.20
2.50
0.60
1.70
2.10
0.80
1.20
1.10 0.80 0.45
0.50
0.60
1.05
0.40
2.60
0.60
kali
senen kwitang st.
manggarai water control
karet tengsin
0.35 0.10
0.75
0.80
0.80
6.40
0.60
1.25
cak
ung
The manually operated rake gates with the house on them are designed along the main canal. They work in scenario 1, when it rains
kebon melati kali grogol
n raha angg
2.55
kali buaran
2.50
2.55
1.35
1.20
1.30 1.20
1.20
1.40
2.30
1.15
0.70
1.25
7.40
0.20 0.60
0.70 0.60
Pump
1.30
0.70
0.60 1.25
0.90 1.10
1.20
1.20
Underground Water
0.70
0.70
0.40
0.55
1.30
0.40
0.90
M.T. Har yono st.
Gates
0.70
0.90
Secondary Canal
1.20 1.20 1.20
kampung gedong
kali sunter
Legend
1.20
4.50 0.20
kali ciliwung
0.20 0.20
kali krukut
0.50
0.80
kali kramat
1.10 0.50
0.60
0.45 1.20
Main Canal
1.30
0.60 1.20 1.70
0.65
1.10 0.40
1.60
0.45
Main water flow Secondary water flow Backflow Current
0.23
0.30
0.50
1.20 1.60
1.50
1.70
0.15 1.40 1.70
1.20 1.20
0.85
0.10
1.30
srengseng sawah
0.10
0.60
0.50
0.80 0.15 0.15 0.20
0.95 (0.80) 0.70 (0.90) (0.80) (0.90)
(0.20) (0.10) (0.60)
(0.80) (0.80) 0.20 0.40
0.50
0.75
0.55
0.10
(0.80)
0.20
(0.20) 0.50 (0.70) 0.60
(0.80)
(0.30)
0.70
0.45
0.75
0.70
(0.80)
0.30 0.45
0.10
0.45
0.10 (0.20)
0.55 0.10 0.40 (0.60)
0.65
(0.70)
(0.60)
0.20 0.10
(0.80)
(0.70) (0.50)
0.60
(0.10)
0.70
0.50
The trash collectors use wheel barrows to transport the collected trash
0.60
0.70
0.75
0.60
0.20
(0.10)
0.30 0.60
(0.90)
0.20
(0.40)
(0.80)
0.30
0.60
(0.80) (0.70)
(1.15)
0.10 (0.90)
(0.20)
0.10
0.50
(0.20) (0.70)
0.80
0.85
0.70 0.25 0.60
(0.20)
(0.40)
(0.10)
0.20
(0.80) (0.20)
0.70
(1.30)
(0.20) (0.90)
0.50 (0.90) 0.65
0.40
0.20
0.50
(0.40)
(1.20)
(0.90)
(0.70)
(0.10)
(0.90)
(0.60)
(0.90)
(0.10)
0.60
(0.70) (0.80) (0.80)
(0.60)
(0.90) (0.90)
(0.90)
(0.70)
(0.50) (0.90)
(0.90)
(0.90)
(0.60)
(0.80) (0.60)
(0.90) (0.90)
(0.30)
(0.90)
(0.80)
(0.20)
(0.80)
(0.90)
0.60
0.30
0.19
(0.40)
(0.60)
(0.40) (0.40) (0.40) (0.90) (0.70)
0.40
0.40
0.20
(0.90)
(0.80) (0.40) 0.20 0.30 0.10 (0.60) 0.40
(0.30)
0.40
(0.90) (0.20)
(0.60)
(0.30)
The thireteen rivers in Jakarta, almost all of them beginning in West Java and finish in the Jakarta Bay.Ciliwung river has a wide impact because its flowing inthe middle of Jajarta City and through much settlement.
2.50
MUARA BARU + WADUK PLUIT 2.10
2.10
2.10
2.10
2.30
2.20
Miktha Farid Huang Feng Jared Heming 2.10
2.10
2.40
2.10
2.20
2.40
2.40
2.30 2.25
2.20
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
Miktha Farid Jared Heming Mikhael Johanes Cathy Pyenson Leta Lestari
Huang Feng Yang Peng
(0.60)
KOTA AND LUAR BATANG
(0.60)
(0.50) (0.50) (0.10)
0.40
The trash is put on trucks at the end of the day and transported out
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
S1
1.80
1.85 0.30
0.2
1.80 1.40 0.30 0.75
3.10
0.4
2.20 1.80
2.40
2.50
0.6
3.20
3.60 3.20
3.30
4.20 2.35
2.45
3.40
3.50
3.15
1.60 3.40
2.25
3.75 2.50
3.10
3.20
3.15
Water Source
3.20
2.40
1.50
1.30 1.50 3.20 2.30 1.60 1.90
1.40
0.70
1.20 2.40
2.30
Teluk Jak arta
1.40 1.90
1.40
0.70 1.35
0.95
2.50
1.10
ancol marina
1.20
2.50
muara angk e
1.40
2.20
1.35 1.60
0.80 0.90
1.40
2.30
2.55
kali angk e
0.95
1.50
1.25
1.20
0.90
1.25
0.60
2.55
0.85 0.90
kali mook ervart
1.60
teluk gong st .
1.50 2.60
0.85 1.20
gk
2.10 0.90
0.60
1.60
an
e
0.50
2.50
2.10
1.35
0.80
0.70
1.25 0.80
0.60
1.15
1.20 0.85
0.70 0.80 2.40 0.80 1.20
2.50
0.60
1.70
2.10
0.80
1.20
1.10 0.80 0.45
0.50
0.60
1.05
0.40
2.60
0.60
0.35 0.10
0.75
0.80
0.80
6.40
0.60
1.25 1.35
1.10 0.50 0.20 0.20
Legend
1.20
4.50 0.20 1.20
1.30 1.20 0.60 1.20
0.80
1.40
2.30
1.15
0.70
1.25
7.40
0.20 0.60
0.70 0.60
Pump
1.30
0.70
0.60 1.25
0.90 1.10
1.20
1.20
Underground Water
0.70
0.70
0.40
0.55
1.30
0.40
M.T. Har yono st.
Gates
0.70
0.90
0.90
Secondary Canal
1.20 1.20 1.20
manggarai water control
karet tengsin
kali krukut
0.50
kali grogol
n raha
0.40
1.30
cak
ung
The bubble parks are designed behind the trash rakes to provide oxygen, which will help the water hyacinth grow
1.30
2.60
kali
senen kwitang st.
kebon melati
angg
2.55
2.50
kampung gedong
AA
kali buaran
1.20
es kali p
kali
0.50 1.20
1.60 2.50
kali kramat
2.10
kali sunter
0.80 0.60
2.50
kali ciliwung
2.50
2.55
0.45 1.20
Main Canal
1.30
0.60 1.20 1.70
0.65
1.10 0.40
1.60
0.45
Main water flow Secondary water flow Backflow Current
0.23
0.30
0.50
1.20 1.60
1.50
1.70
0.15 1.40 1.70
1.20 1.20
0.85
0.10
1.30
srengseng sawah
0.10
0.60
0.50
0.80 0.15 0.15 0.20
0.95 (0.80) 0.70 (0.90) (0.80) (0.90)
(0.20) (0.10) (0.60)
(0.80) (0.80) 0.20 0.40
0.50
0.75
0.55
0.10
(0.80)
0.20
(0.20) 0.50 (0.70) 0.60
(0.80)
(0.30)
0.70
0.45
0.75
0.70
(0.80)
0.30 0.45
0.10
0.45
0.10 (0.20)
0.55 0.10 0.40 (0.60)
0.65
(0.70)
(0.60)
0.20 0.10
(0.80)
(0.70) (0.50)
0.60
(0.10)
0.70
0.50
0.60
0.70
0.75
0.60
0.20
(0.10)
0.30 0.60
(0.90)
0.20
(0.40)
(0.80)
0.30
0.60
(0.80) (0.70)
(1.15)
0.10 (0.90)
(0.20)
0.10
0.50
(0.20) (0.70)
0.80
0.85
0.70 0.25 0.60
(0.20)
(0.40)
(0.10)
0.20
(0.80) (0.20)
0.70
(1.30)
(0.20) (0.90)
0.50 (0.90) 0.65
0.40
0.20
0.50
(0.40)
(1.20)
(0.90)
(0.70)
(0.10)
(0.90)
(0.60)
(0.90)
(0.10)
0.60
(0.70) (0.80) (0.80)
(0.60)
(0.90) (0.90)
(0.90)
(0.70)
0.40 (0.50) (0.90)
(0.90)
(0.90)
(0.60)
(0.80) (0.60)
(0.90) (0.90)
(0.90)
(0.80)
(0.20)
(0.80)
(0.90)
0.60
0.30
0.19
(0.40)
(0.60)
(0.40) (0.40) (0.40) (0.90) (0.70)
0.40
0.40
0.20
(0.90)
(0.80) (0.40) 0.20 0.30 0.10 (0.60) 0.40
(0.30)
0.40
C
(0.60)
(0.30) (0.60)
B C
A A 2.50
MUARA BARU + WADUK PLUIT 2.10
2.10
2.10
Miktha Farid Huang Feng Jared Heming 2.10
2.30
2.20
2.10
2.10
2.40
2.10
2.20
2.40
2.40
2.30 2.25
2.20
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
BB
finish in the Jakarta Bay.Ciliwung river has a wide impact because its flowing inthe middle of Jajarta City and through much settlement.
Huang Feng Yang Peng
B
(0.90) (0.20)
The dam at the south of the pluit is the last line of defence against trash before entering the Pluit.
Miktha Farid Jared Heming Mikhael Johanes Cathy Pyenson Leta Lestari
(0.30)
KOTA AND LUAR BATANG
(0.60)
(0.50) (0.50) (0.10)
Pumps are connected with entertaining facilities, such as seesaws and other park play equipment. When people play with these facilities, pumps start The thireteen riverswater in Jakarta, to convey air into and thealmost fountains pump out all of them beginning in West Java and oxygen
CC
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
S1
The three Trash Gates and Bubble Systems on Site 1 highlighting the system of trash collection according to rain fall normal situation only one gate in use
medium rainfall two gate systems in use
high rainfall all three gates in system in use
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
System 1 (Trash) showing the Trash Gate south of the Pluit
System 1 (Trash) showing Bubble Park next to the Trash Gate south of the Pluit
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
System 1 (Trash) showing Trash Gate along the canal
System 1 (Trash) showing Bublble Park next to the gate
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
System 1 (Trash) showing southern most Trash Gate along the canal
System 1 (Trash) showing Bublble Park next to the southern most Trash Gate
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
DAM
822.500
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
System (2) Water Hyacinth Harvesting over a 7-day Period sectional analysis through paper-processing boulevard
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DAY 1 collecting
DAY 2 drying
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
DAY 3 crushing
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DAY 4 boiling
DAY 5 mixing
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
DAY 6 pressing
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
drying + cooling
DAY 7 shipping
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
basic machine requirements (similar to rice cultivation equipment) paper making process
Black dashed line shows the route of the trash trucks. The orange dashed line shows the paper production process.
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
dry scenario
wet scenario
wet scenario
dry scenario
The factory will be operated by the community. The spaces serve the two functions of recreation and production depending on the weather
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP
REFERENCES
REFERENCES (represented digitally)
“70 ton sampah di pintu air”. Kompas Newspaper. Kompas-Gramedia Group. Prijono, “City of Jakarata”.
Zainal Arifin and Staff Pengajar, Optimalisas Rute Angkutan Sampah DKI Jakarta (Universitas Mercu Buana, 2005). Map Design Unit of The World Bank, Jakarta Urgent Flood Mitigation Project (JUFMP), April 2011.
J. Duke, Indian Council of Scientific and Industrial Research, 1948-76 vols. New Delhi, cited in the Handbook of Energy Crops. Leta Lestari, personal communication. DPU-DKI Trash Collection Worker at Trash Gate south of Waduk Pluit. unpublished. June 6, 2012. Statistics Jakarta Provincial Office, Jakarta in Figures 2007, (Jakarta 2007), 95. Municipal Solid Waste Management. Accessed 12/6/2012. http://www. unep.or.jp/ietc/estdir/pub/msw/ro/africa/Topic_g.asp Prijono Tjiptoherijanto, “City of Jakarta”. Asian Urban Information Center of Kobe. Accessed on 12/6/2012. http://www.auick.org/database/apc/ apc021/apc02102.html
Ministry of Environment Indonesia, Overview of Coastal Strategy Implementation, Plan of Jakarta Bay: Regional Twinning Workshop of Total Maximum Daily Load (18-21 May, 2009 Manila Phillippines). P.T. Pembina, DKI Jakarta Map (Jakarta: Pembina, 1989). Problema Eceng Gondok di Ibu Kota, http://taufikurahman.wordpress.com/2008/02/06/problema-eceng-gondok-di-ibu-kota/, February 6, 2008. Tide Calendar Prediction for Jakarta Tanjung Priok, http://www.windfinder.com/tide/jakarta_tanjung_priok.
D.F. Westlake, “1963 Comparisons of Plant Productivity.” Biological Review, 385-425. United Nations Environment Programme, Division of Technology, Industry and Economics. “Newsletter and Technical Publications”.
MUARA BARU + WADUK PLUIT Miktha Farid Huang Feng Jared Heming
Mikhael Johanes Yang Peng Leta Lestari Catharine Pyenson
DESIGNING FOR HYPERCOMPLEXITY: JAKARTA JOINT DESIGN RESEARCH WORKSHOP