This document summarizes the presentation given by Kuniyoshi Takeuchi on integrated flood risk management and the progress of integrated water resources management. It provides an overview of the evolution of IWRM from early initiatives in the 1930s to current principles and definitions. It describes integrated flood risk management as a coordinated process to reduce flood risk through structural and non-structural means while maximizing benefits. The presentation highlights the needs for IFRM to operate in a seamless manner across temporal and spatial scales as well as sectors. It showcases the advanced technology of ICHARM's Integrated Flood Analysis System (IFAS) for early warning systems and its applications in various countries through partnerships with local stakeholders.
Pune Call Girl Service 📞9xx000xx09📞Just Call Divya📲 Call Girl In Pune No💰Adva...
Integrated Flood Risk Management in a Seamless Manner
1. ADB Water Week
13 March 2013
Where is the progress in IWRM
application?
Integrated Flood Risk Management
in a Seamless Manner
Kuniyoshi Takeuchi
International Centre for Water Hazard and Risk
Management under the auspices of UNESCO (ICHARM)Management under the auspices of UNESCO (ICHARM)
Public Works Research Institute (PWRI)
Tsukuba, Japan
2. Evolution of IWRMEvolution of IWRM
Many historical WRDs, TVA (1930s) etc.
Mal del Plata Action Plan (1977) use & efficiency, natural
hazards, environmental & pollution control, planning & management,
public information, education, cooperation
• the first internationally coordinated approach to IWRM
Dublin Conference and Agenda 21 (1992)
• Finite vulnerable & essential to be managed in an integrated• Finite, vulnerable & essential to be managed in an integrated
manner, participatory approach, women’s role, economic good
GWP Technical Advisory Committee (2000)
B C f (2001) & J h b WSSD (2002) Bonn Conf (2001) & Johannesburg WSSD (2002)
From Principle to Implementation From Principle to Implementation
3. Integrated Water Resources ManagementIntegrated Water Resources Management
IWRM is a process which
t th di t dpromotes the co-ordinated
development and
management of water, land Hydrological
Cycle
Land Use
& Eco-g
and related resources, in
order to maximize the
resultant economic and social
Cycle Environmental
System
IWRM
resultant economic and social
welfare in an equitable
manner without
i i th
Socio-
Economic &
Institutional
compromising the
sustainability of vital
ecosystems. (GWP TAC,
System
Human society &
Decision Makingy (
2000)
4. Integrated Flood Risk Managementg g
IFRM IFM IWRM
IFRM is a process which promotes the co ordinated IFRM is a process which promotes the co-ordinated
development and management of floodplain to reduce
flood risk while maximizing the benefit of floodplain in
an equitable manner within ecological and societal
sustainability by the best mix of structural and
nonstructural means to control floods, mitigate flood, g
damages or adapt society for the nature.
Integrated with: environmental management,
f t d t t ti d d d lforestry, roads, transportation, underground develop,
sewerage, city/land use planning/regulation, capacity
development, awareness raising, community
preparedness, …
5. Needs of IFRM in a seamless mannerNeeds of IFRM in a seamless manner
Seamless in hat? Seamless in what?
• Temporal and spatial hydrological scales
• Developed and developing worlds• Developed and developing worlds
• In availability of capacity, data & other resources.
• Water-land-climate-environmantal and human
societal boundaries
• Disciplinary boundaries
S i i t i l b d i
Key is a hydro-
environmental
simulation
model• Socio-economic sectorial boundaries
• Institutional & administrative boundaries
• Trans-boundaries
model.
• Trans-boundaries
9. Map of Flood Waters over the Affected Districts of
Machanga and Govuro, Lower Savi River, Mozambique
By modelBy model By satelliteBy satellite
UNOSATUNOSAT (17.Jan.2008)
Potential flood areaPotential flood area
10. 2010 Pakistan flood Nowcasts by IFAS
29 July
Seishi
Nabesaka
IFAS modeling schematics
Kabul
river
29 July
0
520,000
25,000
30,000
satellite based rainfall(mm) discharge(m3/s)
IFAS modeling schematics
15 July to 18 August
10
150
5,000
10,000
15,000
ul
ul
ul
ul
ul
ul
ul
ul
ul
ul
ul
ul
ul
ul
g
g
g
g
g
g
g
g
g
g
g
g
g
g
Kabul river at Nowshera
Satellite based rainfall
GSMaP ICHARM modified
15 July to 18 August
13 September
060,000
satellite based rainfal(mm) discharge(m3/s)
15‐Ju
16‐Ju
17‐Ju
18‐Ju
20‐Ju
21‐Ju
22‐Ju
23‐Ju
25‐Ju
26‐Ju
27‐Ju
28‐Ju
30‐Ju
31‐Ju
1‐Au
2‐Au
4‐Au
5‐Au
6‐Au
7‐Au
9‐Au
10‐Au
11‐Au
12‐Au
14‐Au
15‐Au
16‐Au
17‐Au
Target area
Kabul
river
13 September
OCHA
5
10
10,000
20,000
30,000
40,000
50,000
Indus river at Kalur Kot
15 July to 18 August
150
,
15‐Jul
16‐Jul
17‐Jul
18‐Jul
20‐Jul
21‐Jul
22‐Jul
23‐Jul
25‐Jul
26‐Jul
27‐Jul
28‐Jul
30‐Jul
31‐Jul
1‐Aug
2‐Aug
4‐Aug
5‐Aug
6‐Aug
7‐Aug
9‐Aug
10‐Aug
11‐Aug
12‐Aug
14‐Aug
15‐Aug
16‐Aug
17‐Aug
10
Indus river at Kalur Kot
11. 13 Oct, 2011 by MODIS
5m
Simulation on
Oct 18, 2011 by ICHARM
Tyhoon
Nock-ten
in Julyin July.
145% of
av(J,A,S)
’08-’10
Nakhon SawanNakhon Sawan
A tthAyutthaya
Bangkok
1 : July 2
31 : Aug 1
62 : Sep 1
92 : Oct 1
123 N 1
Bangkok
11
123 : Nov 1
152 : Nov 30
0mSayama’s RRI model
by satellites & NWF
12. Promoting local ownership of flood forecastsPromoting local ownership of flood forecasts
ICHARM’s Challenge: LocalismLocalism
TrainingSystem
IFASIFAS
ICHARM s Challenge: LocalismLocalism
Local DataGlobal Data
13. ADB-ICHARM TA7276-REG
Bangladesh: Whole
Nation
- Review & recomm
Philippines:
Pampanga &
Cagayan basins
- Application of
Cambodia: Lower
of Early Warning
Systems
- Capacity building
IFAS
- Capacity devlpmnt
& training
Cambodia: Lower
Mekong Basin
- Develpmnt of
flood vulnerability
indices
Indonesia: Solo basin
- Implementation of satellite-
based flood forecasting
system
C it d fl d- Community-managed flood
risk management
- Capacity building
14. Installation of IFAS Indonesia componentIndonesia Component
Near Real time
R l ti Fl d Al t S t
Near Real time
Flood Alert
System
Real-time Flood Alert System
Data collection by
SMS (hourly)
Courtesy of JAXACourtesy of JAXA
Satellite basedSatellite based
rainfallrainfall
AutomaticAutomatic
accessaccess
AutomaticAutomatic
accessaccess
Data pick upData pick up
OutputOutput
accessaccess
Alert
Alert
Automatic Alert e-mail
14
15. Solo River
Integrated Flood Analysis System (IFAS)
IFAS installation in Solo river basin in Indonesia
•Satellite‐based rainfall data (free)•Geological data for modeling (free)
•Elevation data, Land use data and soil data (free)
Surface model
input
Target Area: Solo River
River basin Area : 16,100km2
Length : 540km
Solo River
Run‐off analysis
Aquifer model
River course
model
Creation Runoff module
Output; River discharge,
Water level, Rainfall distribution
E ti W i
Reach to the
warning level
Alert message by E‐mail
and PC displayJudgment
by River
managers
Evacuation Warning
Community based flood managementTech + Localism + Cap Build Better Combination
0
52500
3000
rainfall measured Q IFAS discharge
Q (m3/s)
Demonstration activities:
(1) facilitation for community hazard and risk
assessment and mapping,
(2) facilitation for preparing risk maps, FRM
action plans and the manual for early
warning system and evacuation plan
Semen Pinggir
Kedung
Sumber
Community based flood management
10
15
201000
1500
2000
Warning stage 3
Discharge
The pilot villages
(3) support community in technical aspects
for carrying out emergency drills and
exercises
20
25
300
500
1000
12/25 12:00 12/25 18:00 12/26 0:00 12/26 6:00 12/26 12:00 12/26 18:00
Warning stage 2
Warning stage 1
16. P RiP Ri C RiC Ri
IFAS installation and identifying flood causes in
Pampanga and Cagayan river basins in the Philippines
"
Tuguegarao
Ü
Pampanga RiverPampanga River
10,454km2
18 rainfall stations
Cagayan RiverCagayan River
27,280km2
5 rainfall stations
"
"
"
Gamu
Tumauini
Maris Dam
11 water level stations 5 water level stations
"
Pangal
- 195 - 0
0 - 50
50 - 100
100 - 200
200 - 300
300 - 400
Gamu stationMayapyap station
0 20 40 60 80 10010
km
400 - 500
500 - 1,000
1,000 - 2,000
2,000 - 3,000
Rain (Ground) Measured Q Ground GSMaP original Ground with dam
0
5
10
15
20
25
2011/9/26 2011/9/27 2011/9/28 2011/9/29 2011/9/30 2011/10/1 2011/10/2 2011/10/3 2011/10/4
Rainfall (mm/hr)
Ground GSMaP original
R i M d Q G d GSM P 3B42RT
0
5
10
15
20
25
2006/1/23 2006/1/24 2006/1/25 2006/1/26 2006/1/27 2006/1/28 2006/1/29 2006/1/30 2006/1/31
Rainfall (mm/hr)
Ground GSMaP 3B42RT
Gamu stationMayapyap station
0
5
10
15
3000
4000
5000
6000
7000
ainfall (mm/hr)
Discharge (m3/s)
Rain (Ground) Measured Q Ground GSMaP original Ground with dam
0
5
10
15
20
256000
8000
10000
12000
14000
nfall (mm/hr)
ischarge (m3/s) Rain Measured Q Ground GSMaP 3B42RT
20
25
300
1000
2000
2011/9/26 2011/9/27 2011/9/28 2011/9/29 2011/9/30 2011/10/1 2011/10/2 2011/10/3 2011/10/4
Ra
D
30
35
40
450
2000
4000
2006/1/23 2006/1/24 2006/1/25 2006/1/26 2006/1/27 2006/1/28 2006/1/29 2006/1/30 2006/1/31
Rain
Di
IFAS results at Mayapyap station IFAS results at Gamu station
16
17. Dates of Rice Planting and Harvesting
Planting: when total rain reached to 500mm
500mm
Mekong River Basin
Kamponchum District
CR0 : planting
90 days
Rice production
depends on
vel(m)
90 days
Land Elevation
稲作不適地域:平年(平均洪Flood-fed rice
FMMP, MRC
p
when floods
come
WaterLev
Water level of
the Mekong
水)でも被害(50cm以上浸水)
を受けるところ
Rain-fed rice
Flood fed rice
0 30km
Harvesting: 90 days after planting
18. Results
Flood Vulnerability Assessment in Lower Mekong River Basin
Relative Difference between
Extreme 2000 - Normal 2006 floodsAverage year Extreme 2000 - Normal 2006 floods
Agricultural damages
e age yea
FVI‐AvFl FVI‐ExFlFVI AvFl
FVIs for Agricultural Damages: Kandal Province
19. 居安思危 Be aware of risk while we are safe
思則有備思則有備 Awareness leads us preparedness
有備無患 Preparedness leaves us no regretp g
「春秋」左氏伝
Source: Zuo Qiuming “Zuoshi Commentary”
in Confucius ed. ”Spring and Autumn”, 480BC
Let us ally for water-
related DRRrelated DRR
UNSGAB/HLEP
www.icharm.pwri.go.jp
UNSGAB/HLEP
ICHARM preparedness for floods
Future Earth