floods in malaysia - pwri · floods in malaysia jan 2004 floods in malaysia by keizrul bin abdullah...
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FLOODS IN MALAYSIA
by Keizrul bin Abdullah
Director GeneralDepartment of Irrigation and Drainage Malaysia
21 January 2004
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WATER HAZARDWATER
HAZARD
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Too MuchToo MuchToo MuchToo Much
Too LittleToo LittleToo LittleToo Little
Water Water Water Water HazardHazardHazardHazard
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Too LittleToo LittleToo LittleToo Little
Water Water Water Water HazardHazardHazardHazard
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Water Crisis
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Too MuchToo MuchToo MuchToo Much
Too LittleToo LittleToo LittleToo Little
Water Water Water Water HazardHazardHazardHazard
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Too MuchToo MuchToo MuchToo Much
Water Water Water Water HazardHazardHazardHazard
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CONTENTSCONTENTS
• The flooding problem in Malaysia
• Causes of flooding
• Strategies to overcome the problem
• Curative measures
• Preventive measures
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MALAYSIA
JAPAN
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MALAYSIA
Equator
Located in Humid Tropics Annual Rainfall of 3,000 mm
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Typhoon Greg, Sabah
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• Flooded area - 29,720 km²
• 9 % of the total land area of Malaysia
Flood ImpactsFlood Impacts
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LumpurKuala
S.Linggi
KELANTAN
Ipoh
Shah Alam
S.Perak
S.Bernam
Seremban
S.Klang
SELANGOR
Kangar
Alor Setar
George Town
PINANGPULAU
LANGKAWIPULAU
S.Muda
KEDAH
PERLIS
PERAK
THAILAND
S.Rompin
SINGAPORE
Kuantan
S.Pahang
S.Cukai
S.Muar
S.Batu Pahat
S.Benut
PAHANG
SEMBILANNEGERI
MELAKA
MelakaS.Melaka
JOHOR
S.Kuantan
S.Johor
BahruJohor
S.Endau
S.Dungun
Kuala Terengganu
Kota Bharu
TERENGGANU
S.Kelantan
S.Terengganu
Flood Prone Areas in Peninsular Malaysia
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S.Rej ang
S.Sa dong
S.Rej ang
S.Sa dong
S.Sa rawakS.Sa rawakKucingKucing
SARAWAK
S.BaramS.Baram
LAB UAN
Kot a KinabaluKot a Kinabalu
SABAH
S.Kina batanganS.Kina batangan
FLOOD PRONE AREA (EAST MALAYSIA)Flood Prone Areas in Sabah & Sarawak
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• Flooded Area - 29,720 km²
• 9 % of the total land area of Malaysia
• 4.9 million (20 %) people affected
Flood ImpactsFlood Impacts
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• Flooded Area - 29,720 km²
• 9 % of the total land area of Malaysia
• 4.9 million (20 %) people affected
• Average annual flood damage for country is estimated at RM 1 billion (US$ 263 million)
Flood ImpactsFlood Impacts
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Causes of FloodingCauses of Flooding
Natural Phenomenon
Human Activities
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Natural Phenomenon
Causes of FloodingCauses of Flooding
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Kuala Lumpur in 1926
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Selangor Club Padang, Kuala Lumpur in 1949
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Muda River 1949
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Kuala Lumpur 1971
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Natural Phenomenon
- Heavy Rainfall
Causes of FloodingCauses of Flooding
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26 April 2001
Location of Rainfall Station
JPS Ampang
Rainfall Duration
1 hour
Rainfall Intensity
103mm
Return Period
50 years
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Location of Rainfall Station
Ulu Tekai
Kuantan
Rainfall Duration
1 day
2 days
Rainfall Intensity
321 mm
528 mm
Return Period
100 years
50 years
Pahang - December 2001
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Rainfall at JPS station (KOMTUR, Kuantan)
0
50
100
150
200
250
300
350
14 15 16 17 18 19 20 21 22 23 24December 2001
341 mm 308 mm
220 mm
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Isohyet Isohyet –– 3 3 -- 5 October 20035 October 2003
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SUMMARY OF RAINFALL AND RETURN PERIOD (mm)October 2003
3907114810369Arithmetic AverageCatchment Rainfall
>100>100100
>100>100
normal50
>100>100>100
normalnormal>100>100>100
363471341512374150219284637369147125396301392
401529413607423180246316765416162151480372403
641277211449222757128681526859677
1771951102931391011201482521774133
220115242
1221491381051082956792381247260809074
38589395
127284332
147473433967112
Seberang Perai UtaraSeberang Perai UtaraSeberang Perai UtaraSebarang Perai TengahSeberang Perai TengahBalingBalingKuala MudaKuala MudaKuala MudaKota SetarKota SetarSikSikKulim
Ladang VictoriaPinang TunggalBumbong Lima Ara KudaSimpang AmpatPulaiKuala PegangJam. Syed OmarKedah PeakSg. PetaniPendangAlor SetarSikJeniang KlinikKulim
123456789101112131415
Return Period3 Days
(Maximum)
3 Days Rainfall
(Maximum)
Total(2–5 Okt)
5/104/103/102/10DistrictRainfall StationNo
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26/04/01 JPS Ampang 103 mm/1 hr 288 mm
17/09/95 Butterworth 350 mm/day 338 mm
04/09/99 Bayan Lepas 288 mm/day 339 mm
22/12/95 Petaling Jaya 169 mm/day 263 mm
Flood Occurrences by Heavy Rainfall
Date Location RainfallIntensity
Monthly averageRainfall
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Natural Phenomenon
Causes of FloodingCauses of Flooding
- Rainfall- High Tides
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Port Kelang October 1999
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Causes of FloodingCauses of Flooding
Natural Phenomenon
Human Activities
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Human Activities
- Change in Land Use
Causes of FloodingCauses of Flooding
! Tekam River Experimental Basin Study (1977-86)
! Studied effects of landuse changes on hydrological regimes, soil fertility and water quality
! Jungle →→→→ Land clearing →→→→ Plantation
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StreamflowTransition Crop establishment
Water yield ↑↑↑↑ 157 % declined but >pre-clearance stage
Peak flow ↑↑↑↑ 185 % - ditto -
Time to peak ↓↓↓↓ 67 % ↓↓↓↓ by 2 hrs
River sedimentsediment load declined to 4 times greater pre-clearance level
StreamflowTransition Crop establishment
Water yield ↑↑↑↑ 157 % declined but >pre-clearance stage
Peak flow ↑↑↑↑ 185 % - ditto -
Time to peak ↓↓↓↓ 67 % ↓↓↓↓ by 2 hrs
River sedimentsediment load declined to 4 times greater pre-clearance level
Some Results of Tekam River Study
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Human Activities
Causes of FloodingCauses of Flooding
- Change in Land Use- Rapid and Uncontrolled
Development
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Uncontrolled Land Clearing
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Human Activities
Causes of FloodingCauses of Flooding
- Change in land use- Uncontrolled Development- Effect of Urbanisation
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• 1926, 1971 • 1982, 1986, 1988 • 1993, 1995, 1996, 1997 • 30 April 2000• 26 April & 29 Oktober 2001 • 11 Jun 2002• 10 Jun 2003
Major Floods in Kuala LumpurMajor Floods in Kuala Lumpur
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Jan 2004 Agricultural Area Urbanised
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Effect of Urbanisation
Increase In Development
Area
0 - 40 %
Runoff Quantity
Q Increase 190 %
Velocity V Increase 2x
Tc 50 % decrease
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Flow
Time
Flow CharacteristicsRural and Urbanised Catchment
UrbanisedDeveloped
RuralUndeveloped
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TEPU BINA 1988
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TEPU BINA 1998
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NOV
3116430 KLANG RIVER AT S ULAIMAN BRIDGETEST FOR STATIONARITY OF SERIES OF ANNUAL MAXIMUM DISCHARGES
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
16,000
1910 1915 1920 1925 1930 1935 1940 1952 1957 1963 1968 1974 1979 1986 1991 1996
YEA R
CUMU
LATI
VE M
ASS
OF
ANN
UAL
MA
XIM
UM D
ISCH
ARG
E (m
3/s)
Mean annual flood = 148 m3/s
Mean annual flood = 440 m3/s
Increasing Trend of Annual Flood DischargeIncreasing Trend of Annual Flood Dischargeat at SulaimanSulaiman BridgeBridge
Annual flood flows of Klang River at Sulaiman Bridge
has increased from 148 to 440 cumecs
(3X)
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Human Activities
Causes of FloodingCauses of Flooding
- Change in Land Use- Uncontrolled Development- Effect of Urbanisation- Inadequate Drainage Facilities
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Inadequate Drainage
Infrastructure
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Jan 2004
Human Activities
Causes of FloodingCauses of Flooding
- Change in Land Use- Uncontrolled Development- Effect of Urbanisation- Inadequate Drainage Facilities- Obstructions in Rivers
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LRT
LRT Columns in River Berm
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Construction of Piers in the river
causing obstruction to the
flow
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Construction works constricting
river channel
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Water level of river on 29 Oct 2001
Low soffit of Bridge causing obstruction to flow
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Human Activities
Causes of FloodingCauses of Flooding
- Change in Land Use- Uncontrolled Development- Effect of Urbanisation- Inadequate Drainage Facilities- Obstructions in Rivers- Solid Waste and Debris
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Solid wastes being removed from river
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Human Activities
Causes of FloodingCauses of Flooding
- Uncontrolled development
- Effect of Urbanisation
- Inadequate Drainage Infrastructure
- Obstructions in the river
- Solid Waste and garbage
- Development in Flood Plains
![Page 75: FLOODS IN MALAYSIA - PWRI · Floods in Malaysia Jan 2004 FLOODS IN MALAYSIA by Keizrul bin Abdullah Director General Department of Irrigation and Drainage Malaysia 21 January 2004](https://reader030.vdocuments.site/reader030/viewer/2022040218/5e08cd78042ebf5c397ba0bc/html5/thumbnails/75.jpg)
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Flood Plain
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Jan 2004 Flood Plain developed into housing area
(Taman Sri Muda)
Pump House
River Bund
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STRATEGIES TO OVERCOME FLOODS
STRATEGIES TO OVERCOME FLOODS
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Jabatan Pengairan dan SaliranJabatan Pengairan dan Saliran
FLOOD CONTROL STRATEGY
Curative Measures
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Jabatan Pengairan dan SaliranJabatan Pengairan dan Saliran
Curative Measures
Preventive Measures
FLOOD CONTROL STRATEGY
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CURATIVE MEASURES
• Widening and deepening of the river
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
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River condition during floods
Widening and deepening of river
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River Widening and Deepening
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CURATIVE MEASURES
• Deepening and Widening of the River
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
• Construction of Levees and Bunds
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River condition during floods
Widening and deepening of river
Construction of river levees/bunds
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Batu River Improvement
Works
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Klang River Improvement Works in City Centre
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CURATIVE MEASURES
• Deepening and Widening of the river
• Construction of levees and bunds
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
• Construction of Flood Storage dams
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Batu Dam
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Klang Gates Dam
Dam height increased by 3 m to provide additional storage
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CURATIVE MEASURES
• Widening and Deepening of the river
• Construction of Levee and Bund
• Construction of Flood Storage dam
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
• Flood Attenuation Ponds
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Depression
Leve
e
Flooding of low ly ing are a adjace ntto riv er pre ve nted by lev ee . Howe ve re xc hange of wate r be twe en rive r anddepression oc curs v ia spilling ov erthe le ve e bank . No flow take s placeparalle l to the riv er.
W ate r surfac e is not horizontal across theriv er and de pre ssion
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Batu River Flood Attenuation Pond
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Proposal for the Implementation of Stormwater Management Measures to Reduce Flooding in Kuala Lumpur
0
100
200
300
400
500
600
700
800
0 5 10 15 20 25 30 35 40 45 50 55 60
TIME ( hours )
FLO
W (
m3 /s
)
ARI 5 YEARS
ARI 10 YEARS
ARI 50 YEARS
ARI 100 YEARS
ARI 50 YEARS WITH SOURCE CONTROL
Storage required
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CURATIVE MEASURES
• Widening and Deepening of the river
• Construction of Levees and Bunds
• Construction of Flood Storage dams
• Construction of Flood Attenuation ponds
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
• Construction of by-pass and flood-way
![Page 96: FLOODS IN MALAYSIA - PWRI · Floods in Malaysia Jan 2004 FLOODS IN MALAYSIA by Keizrul bin Abdullah Director General Department of Irrigation and Drainage Malaysia 21 January 2004](https://reader030.vdocuments.site/reader030/viewer/2022040218/5e08cd78042ebf5c397ba0bc/html5/thumbnails/96.jpg)
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Kawasan BanjirSungaiJalan
Petunjuk
JABATAN PENGAIRAN DAN SALIRAN NEGERI, PULAU PINANG
Pinang River
ProjekProjek RTB RTB PulauPulau PinangPinang Sg Air Terjun Flood Bypass
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Sg. Air Terjun Flood Bypass Tunnel
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City Center
Sg. B
atu
Sg. G
omba
k
Sg. K
lang
Sg. Ampang
PROPOSED “FLOOD BYPASS”
Flood Bypass
Result – reduced flood dischargethrough city and reduced flooding
Sg. Keroh
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Flood Bypass untuk mengatasi Masalah Banjir
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Flood Bypass ProfileFlood Bypass Profile
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Dual Function Flood Bypass Tunnel
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CURATIVE MEASURES
• Widening and Deepening of the River
• Construction of Levees and Bunds
• Construction of Flood Storage Dams
• Flood Attenuation Ponds
• Construction of By-pass and Flood-Way
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
• Poldering and Pumping
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CURATIVE MEASURES
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
Program Implementation
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0
100
200
300
400
500
600
700
800
900
1000RM
(Mili
ion)
RM2 RM3 RM4 RM5 RM6 RM7
Malaysia Plan
Expenditure for Flood Mitigation Projects
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Million
Allocation For Flood Mitigation Projects
0
1000
2000
3000
4000
5000
6000
MP-2 MP-3 MP-4 MP-5 MP-6 MP-7 MP-8
Allocation Requested RM-8
Allocation Approved
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Jabatan Pengairan dan SaliranJabatan Pengairan dan Saliran
FLOOD CONTROL STRATEGY
Curative Measures
Preventive Measures
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PREVENTIVE MEASURES
• Funds for curative measures becoming more limited
• More comprehensive and sustainable approach
• Address flood problem at source• Aimed at better planning/coordination/
institutional and legislative control• Community and stakeholder involvement
crucial
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
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PREVENTIVE MEASURES
Current focus on :
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
• Control at Source (Urban StormwaterManagement Manual)
• Integrated River Basin Management (IRBM)
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URBAN STORMWATER MANAGEMENT MANUAL
(SWMM)
URBAN STORMWATER MANAGEMENT MANUAL
(SWMM)
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" Rapid Disposal of stormwater
OLD METHOD
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" Rapid disposal
OLD METHOD
" Control at Source, attenuated flow
NEW METHOD
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Reduce run-off through
• Storage
• Increasing Infiltration
• Decreasing Velocities
SWMM
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• Storage
SWMM
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• Storage– Detention Pond
SWMM
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• Storage– Detention Pond
– Rainfall harvesting
SWMM
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• Storage– Detention Pond
– Rainfall Harvesting
– Modular tanks underground
SWMM
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• Storage• Increase Infiltration
SWMM
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• Increase Infiltration– Infiltration/gravel Drains
SWMM
Infiltration Trench
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• Increase Infiltration– Infiltration/gravel Drains
– Previous pavement
SWMM
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• Storage
• Increase the Infiltration rate
• Reduce the Flow Velocity
SWMM
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• Storage
• Increase the Infiltration rate
• Reduce the Flow Velocity
– (swale)
MASMA
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Swale
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# Explains Control at Source Method
# Provides Guidelines
# Gives Examples of World-wide Best Practices
URBAN STORMWATERMANAGEMENT MANUAL
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PREVENTIVE MEASURES
Current focus on :
FLOOD CONTROL STRATEGIESFLOOD CONTROL STRATEGIES
• Urban stormwater management manual (SWMM)
• Integrated River Basin Management (IRBM)
![Page 137: FLOODS IN MALAYSIA - PWRI · Floods in Malaysia Jan 2004 FLOODS IN MALAYSIA by Keizrul bin Abdullah Director General Department of Irrigation and Drainage Malaysia 21 January 2004](https://reader030.vdocuments.site/reader030/viewer/2022040218/5e08cd78042ebf5c397ba0bc/html5/thumbnails/137.jpg)
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INTEGRATED RIVER BASIN MANAGEMENT (IRBM)
INTEGRATED RIVER BASIN MANAGEMENT (IRBM)
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Integrated River Basin Management (IRBM)
Integrated River Basin Management (IRBM)
Coordinated management of the resources existing in natural environment,
comprising air, water, land, flora and fauna, based on river basin as a geographic unit,
with the objective of balancing the needs of man to utilize the resources for the
improvement of his living conditions with the necessity of conserving the
resources to ensure their sustainable use
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Water needs for people, industry,
food production andnature
Managing the River Basinin a Holistic and Integrated manner
Water available Stress to environment
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• Government Policy in OPP3 (2001 - 2010) and 8th Malaysia Plan (2001 – 2005)
• Need for appropriate management model• Need for good information system (RBIS)• Need for stakeholder participation• Implemented through River Basin Master
Plans• Managed through River Basin Authorities/
Institution
Integrated River Basin Management (IRBM)
Integrated River Basin Management (IRBM)
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ISSUESISSUES
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• What is appropriate level of protection?– Return Period used ranging from 1 in
5 yrs for rural to 1 in 100 yrs for cities
Risk ManagementRisk Management
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• What is appropriate level of protection?• Sharing the risk →→→→ deliberate failure section
IssuesIssuesRisk ManagementRisk Management
Flood Spill ??
Flood Spill ??
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• What is appropriate level of protection?• Sharing the risk →→→→ deliberate failure section• Sharing the burden →→→→ upstream vs
downstream
IssuesIssuesRisk ManagementRisk Management
Dams vs River Improvement
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• What is appropriate level of protection?• Sharing the risk →→→→ deliberate failure section• Sharing the burden →→→→ upstream vs
downstream• Flood Insurance - Industry not well
developed, floods considered as “Act of God”
IssuesIssuesRisk ManagementRisk Management
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• What is appropriate level of protection?• Sharing the risk →→→→ deliberate failure section• Sharing the burden →→→→ upstream vs
downstream• Flood Insurance - floods act of God• Flood Risk mapping - advised against
publishing
IssuesIssuesRisk ManagementRisk Management
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• More environment friendly options - use of wetlands
Other IssuesOther Issues
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Use of Lake as Detention Basin and Wetlands for Water Quality Improvement
PutrajayaPutrajaya
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• More environment friendly options - use of wetlands
• Need for better Governance, Transparency, Stakeholders’ participation
Other IssuesOther Issues
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• More environment friendly options - use of wetlands
• Need for better Governance, Transparency, Stakeholders’ participation
• Financing issues - “Private Funding Initiatives”, BOT, Cost sharing, Cost recovery
Other IssuesOther Issues
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• More environment friendly options - use of wetlands
• Need for better Governance, Transparency, Stakeholders’ participation
• Financing issues - “Private Funding Initiatives”, BOT, Cost sharing, Cost recovery
• Social issues - Resettlement, Compensation
Other IssuesOther Issues
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CONCLUSIONCONCLUSION
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• Malaysia rich in water resources• Most significant natural hazard is water
related →→→→ floods• Rapid development and widespread
urbanisation main cause of urban flooding • Both curative and preventive measures
needed • Ultimate aim to manage floods to an
acceptable level, and in a sustainable manner →→→→ UNESCO-CHARM needed
CONCLUSIONCONCLUSION
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Thank You
Terima Kasih
Domo Arigato