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Field-level adaptation to floods and sea level rise in coastal peri-urban areas in monsoon Asia: Comparative case studies between continental Bangkok and insular Metro Manila. Yuji Hara 1 & Danai Thaitakoo 2 1: Wakayama University, Japan 2: Chulalongkorn University, Thailand - PowerPoint PPT Presentation
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UGEC20102010/10/17 at Arizona State University
Field-level adaptation to floods and sea level rise in coastal peri-urban areas in monsoon Asia:
Comparative case studies betweencontinental Bangkok and insular Metro Manila
Yuji Hara1 & Danai Thaitakoo2
1: Wakayama University, Japan2: Chulalongkorn University, [email protected]
UGEC2010Asian large cities (population > 5million);Located on continental delta / insular lowlands
2
UGEC2010Purpose of this presentation
To show present case studies on landform transformation (LT) in response to flooding in continental Bangkok and insular Metro Manila
– Horizontal land-use changes– LT processes– LT and floods– Field-level responses to floods (by local people
and government)– Toward land-use and LT integrated planning for
minimizing a flood hazard
3
UGEC2010
0 100km
Built-up area
Continental Bangkok
Built-up area
0 100km
Insular Metro Manila
Case study cities
4
UGEC2010
UGEC2010
(Hara et al. 2005)
Horizontal land-use change:From rice fields to townhouses
6
UGEC2010Vertical LT process:From dig & fill to introduced fill
Clay fill (CL, 5Y5/1)
Water body
Sand fill (S, 10YR6/6)
Crushed rock
Concrete plank
Material (texture, color)
OrchardKhlong houses
1987 Land use
2000 Land use
5m
0
-5m
Soil pitFishpondInstitutionKhlong houses
Orchard
WastelandWastelandRice field
Ricefield
InstitutionApartmentsKhlong houses
Khlong houses
Orchard
1000m1500m
Khlong
Road
Rice fieldFishpond
Townhouse
Rice fieldFishpond
Vacant land
Townhouse
Rice field
TownhouseTownhouse
(Hara et al. 2008a)0
50,000
100,000
150,000
200,000
250,000
300,000
1952 1967 1979 1987 1995 2002
Volu
me
(m3 /
km2 )
Year
7
UGEC2010Introduced fill from further areas (the rim of delta)
Fill volume (Hara et al. 2008a)Production: 5.5×107 m3 year−1
Input: 5.7×103 m3 km−2 year−18
UGEC2010Flood characteristics:Sheet flow and parcel-level water management
Floods come gradually Water level is manageable
per each parcel using private pump with gasoline engine
0
0.5
1
1.5
2
2006/4/1 2006/5/1 2006/6/1 2006/7/1 2006/8/1 2006/9/1 2006/10/1 2006/11/1 2006/12/1 2007/1/1 2007/2/1 2007/3/1 2007/4/1
Water level of main stream of Chao Phraya River (at Nonthaburi monitoring sta.)
(using RID data)
9
UGEC2010Temporal adaptation to sheet flow flooding
Using sandbags to build temporal banks to protect water coming in, and then releasing floodwater to the canal by pumping
Using a boat, that was traditionally utilized as a main transportation mode and still kept along the canal
10
UGEC201010 – 20 years adaptation to rising water baseline due to the loss of flood retention capacity by introduced fill
11
Lifting up a pathway and a road
Lifting up a floor(as their traditional house structure)
UGEC2010Suggestions for spatial planning
Main problem on the current planning process– No linkage between land-use plan and water
management plan
Toward better planning– Zoning based on acceptable fill (water) volume
that can induce field-level adaptation using inherent LT methods
– Focusing not only on regulative measures but more on incentive ones (for instance bonus floor area ratio for preparing ponds)
12
UGEC2010
0 100km
Built-up area
Continental Bangkok
Built-up area
0 100km
Insular Metro Manila
13
UGEC2010Coastal Plain – Central Upland – Eastern Plain
14
UGEC2010Horizontal land-use change:From natural micro landform basis to LT basis
(Hara et al. 2008b) 15
UGEC2010Vertical LT process: Landfilling on lower landforms
1986 Land use
2004 Land use
5m
0
-5m
500m
Rice field
Swamp
Vegetable patch
Vegetable patch
Detached houses
Detached houses
P.Rosales Street
Slum-type housing
Slum-type housing
Slum-type housing Detached houses
Detached houses
1966 Land useRice fieldDetached houses
Forest Detached houses
Clay fill (HC, 2.5Y3/3)
Water body
Sand fill (S, 5Y5/1)
Crushed rock
Construction waste (broken concrete etc.)
Material (texture, color)
(Hara et al. 2008b)
0
50,000
100,000
150,000
200,000
250,000
300,000
350,000
400,000
1966 1986 2004
Year
Vol
ume
(m3 /k
m2 )
Lacustrine delta &Lacustrine plainLower lacustrine terrace
Upper lacustrine terrace
Natural levee
Back marsh & Valley plain
Upland
16
UGEC2010Flood characteristics: Flash flowEastern plain as “flood control pond” to protect downstream central Manila
(Hara et al. 2002)17
UGEC201010 – 20 years adaptation: Individual landfilling up to the highest flood level in their experiences
Adapting themselves to their own experiences without any consideration of neighbors and flood control scheme by the government 18
UGEC2010It has caused changes in distribution of flood-prone areas and required temporal adaptation
SPOT 1987/11/18 SPOT 1997/10/26
(Hara et al. 2002)
Emerging submerged areas with poor drainage surrounded by landfill corridor
19
UGEC2010New threat due to infrastructural development
Tropical Storm Ondoy
Flooded Areas
(NAMRIA 2009)
20
UGEC2010New infrastructures accelerated flash flow hazard
ALOS PALSAR image soon after Ondoy(Modified after NAMRIA 2009)
Newly built bridges trapped a lot of debris, and functioned as temporal dam during Ondoy
21
UGEC2010Failure of planning: Subdivision out of lakeshore dike
It was built before the construction of lakeshore dike in 2004
(not subject to zoning code?)
22
UGEC2010Suggestions for spatial planning
Main problem on the current planning process– Land-use plan is based only on road network
Toward better planning– Landfill practice should be subject to micro
landform to avoid poor drainage area surrounded by landfill corridor
– Need to coordinate landfill material flows between suppliers and consumers
– Link between infrastructures (including non flood protection ones) and land uses
23
UGEC2010Summary matrixBangkok Metro Manila
Landform • Continental delta• Homogeneous flat plain
• Insular lowlands• Visible micro landforms
Floods • Sheet flow• Water level is manageable
per each parcel using pumping
• Flash flow• Water level is
unmanageable without public infrastructures
LT methods • Dig and fill development• Fill from further area
• Landfilling using construction debris
Field-level adaptation
• Temporal banks• Changing transportation• Lifting up pathway & floor
• Individual fill on the floor• Evacuation boat• Staying upper floors
Similar case studies are being carried out in other Asian low-lying cities… 24