Melaka Experiences

WATER RESOURCES
– Melaka Experiences
KeTTHA EXCELLENCE AWARD
KEA 2014
Presented by:
YBhg Datuk Ir Hj Mohd Khalid bin Hj Nasir
Chief Executive Officer,
Syarikat Air Melaka Berhad
OUTLINE
1. Introduction
 SAMB Briefly
2. Challenges
 Climate Change
3.
Impact
 Quality & Quantity of Water Resources
4. CASE STUDY
 Case Study I : Drought Season State of Melaka
 Case Study II : Raw Water Quality Deterioration in Merlimau
 Case Study III : Empowering Operating System Water Supply of Melaka
5. CONCLUSION
DAF II Water Treatment Plant
2
2
1. INTRODUCTION
SAMB briefly
Syarikat Air Melaka Berhad (SAMB) is a company
100% owned by State Government of Melaka.
Scope Of Services:
Treatment and distribution of potable water to all
domestic, commercial and other users throughout the
State of Melaka.
Operator License From SPAN
Date Operator License From SPAN
License Effective Date
Date Migration Assets to PAAB
3
:
:
:
29 October 2012
1 November 2012 – 31 October 2015
17 December 2008
Ceremony of Restructuring of Water Supply Services Industry Has
Successfully Been Finalized For State of Melaka
To be the WORLD CLASS
water provider.
We are committed to excellent
water management for the
UNIVERSAL WELL BEING AND
DEVELOPMENT.
4
Integrity
Professionalism
Submission
Catchments AREA
MAJOR RIVERS OF MELAKA
No
1
2
Name of the River
Sg Melaka
Sg Kesang
TOTAL
Durian Tunggal Dam
5
Length
(km)
Catchments
Area(sq.km2)
80
36
670
380
116
1050
Jus Dam
SCHEMATIC DIAGRAM OF INTER BASIN SYSTEM
(Raw Water)
Loji DAF I & II
Bunded
Storage
I & II
Bunded
Storage
I & II
6
6
DIAGRAM MELAKA WATER SUPPLY
SYSTEM
UP TO SEPT 2014
Gadek WTP
Jus WTP
~ LATEST ~
Asahan WTP
Bertam WTP
Chin Chin
WTP
DAF I & II WTP
Sebukor
WTP
Merlimau WTP
7
MAJOR WATER TREATMENT PLANTS AND CAPACITY
WATER TREATMENT PLANT
YEAR BUILD/YEAR
UPGRADE
SOURCE
(INTAKE)
TREATED
DESIGNED
CAPACITY
(MLD)
PRODUCTION UP TO SEPT
2013
2014
(MLD)
(MLD)
EXCESS/ (DEFICIT)
IN CAPACITY
SUPPLY AREA
(%)
2013
2014
1976/1982/
1992/2002
SG. MELAKA,
SG. MUAR
182
174
163,709
4
10
MELAKA TENGAH,
JASIN & MASJID
TANAH
1998
DURIAN
TUNGGAL
DAM
120
122
119
-2
0.6
MELAKA TENGAH &
JASIN
3) DAF II**
2014
DURIAN
TUNGGAL
DAM
120
0
40
100
66
MELAKA TENGAH &
JASIN, MASJID TANAH,
MERLIMAU
4) SEBUKOR
1954/1996
/2012
SG. MELAKA,
BUNDED
STORAGE
78
70
73
10
7
BANDAR MELAKA
5) GADEK
2003
SG. BATANG
MELAKA, JUS
DAM
55
46
57
16
-3
GADEK, TAMPIN,
SPG.EMPAT, ALOR
GAJAH & SEBAHAGIAN
MASJID TANAH
6) MERLIMAU
2005
SG. KESANG
55
42
1
23
100
MERLIMAU
7) CHINCHIN
1971
SG. CHIN CHIN
12
11
19
9
-58
MERLIMAU & JASIN
8) ASAHAN
1991
ASAHAN DAM
4,500
4.5
5.4
-0.71
-20
9) JUS
2010
JUS DAM
4,500
4.5
4.2
0.4
7
NYALAS VILLAGE,
SPG.BEKOH & ASAHAN
SELANDAR, BTG
MELAKA
631
475
481
1) BERTAM
2) DAF I
TOTAL
Note : MLD – Million Liters per Day
**DAF II WTP started operation at 18 July 2014
Source : Data Strategik Tahunan SAMB/ Jab Pengeluaran
MELAKA STATE WATER SUPPLY STATISTICS
FROM 2008 -2014 (Until Aug 2014)
NO
NO
11
22
33
44
55
66
7
7
8
8
9
9
10
10
11
12
11
13
12
13
PARAMETER
PARAMETER
UNITS
UNITS
2008
Treated Water Supply MLD
MLD
444
Water
Consumption
MLD
Water Consumption
MLD
298
NRW
NRW
145
a.Volume
Volume
MLD
a.
MLD
b.Percentage
%
33
b.Percentage
%
c.ILI
13
c.ILI
Meter
Replacement
Nos.
12559
Meter
Replacement
Nos
Pipe
Replacement
km
26.4
Pipe
Replacement
km
DMA
Nos.
64
DMA
Nos
PRV
Nos.
54
PRV
Nos
Pipe Burst
Nos.
2963
PipeBurst
Nos
Consumers
Consumers
a. Domestic
Nos.
200,743
a. Domestic
Nos
b.Trade
Nos.
28,017
b.Trade
Nos
c.Total
Nos.
228,760
c.Total
Nos
Length
of Pipe
km
3876
Length
of Pipe
km
NRW
Manpower
Nos.
5
NRW
Expenditure
20.5
RM(Million)
NRW
Manpower
Nos
Total
Revenue
130
RM(Million)RM(Million)
NRW
Expenditure
9
www.samb.com.my
Total Revenue
RM(Million)
Treated Water Supply
2013
2012
481
472
375
362
2014
2013
444
312340
TAHUN
TAHUN
2010 20122011
472 444
441
362 340
327
130104
114
110 104
29 24
26
23 24
11 9.8
7.8
9.7 9.8
8378
13556
13,556 12241 15,943
30.25
48.5 28.78 70.248.46
87
124
166
168 166
78
89
107
107
128
2919
2098
1728
1,728
137
110
105
2223
9.7
9.4
15943
15,600
70.22
169.1
168
170
128
131
137
201
105
103
2011
2009
442
207,354
212,861
217,442
217,442 31,053224,384
29,386
31,610
31,610 243,91433,632
236,740
249,052
249,052 4479 258,016
4412
4643
54,643
5
18.4 14
16.6
1357.8
134
155
4,656 14
24 7.8
3.4 155
172
224,384
231,059
33,632
34,707
258,016
265,766
4656
4,693
24
243.4
172
3.1
178
485
382
375
481
22
21.2
9.4
9.2
15600
0
169.1
46.0
170
170
131
137
201
171
231,059
234,982
34,707
35,159
265766
270,141
4693
4,860
24
3.1
36
178
2.3
9
121
INTERGRATED MANAGEMENT SYSTEM
(IMS)
MS ISO 9001
2001 : Certification of Quality Management
System (QMS)
Scope : The major areas of the organization
i.e. : Production, Distribution, Planning, Finance &
Administration
MS ISO 14001
Certification of Environmental Management
System (EMS)
Scope : water treatment processes, energy
conservation, resource optimization and in short
avoiding wastage in all aspects
2009 : Bertam Water Treatment Plant (WTP)
complex including Mechanical & Electrical
2010 : Merlimau WTP
2011 : Gadek WTP
10
INTERGRATED MANAGEMENT SYSTEM
(IMS)
2014 : Integrated Management System (IMS) for QMS & EMS
Environmental
&
Quality
Improvement
11
CHALLENGES
Climate Change
Source: IPCC, 2001
12
Increased 1.4–5.8°C by 2100
CHALLENGES
CHALLENGES
Climate Impact
Change
Unstable Water Resources Quality & Quantity
i) Wet season
 River yield very maximum/overflow.
(Change *WQI from Class II to Class III)
ii) Drought season
 River yield very minimum.
(Due to discharge from domestic waste,
industrial effluent/sewage effluent).
Note *WQI – Water Quality Index which monitored by Department of Environment
Bunded Storage During
Drought Season
Year 2014
13
Impact
Unstable Water Resources Quantity
CHALLENGES
14
IMPACT
QUANTITY OF
WATER RESOURCES
Impact
Unstable Water Resources Quantity
Based on Malaysian Climate Projection
from NAHRIM Study for Peninsular
Malaysia for future annual rainfalls there will
be :
10% increase in Kelantan, Terengganu &
Pahang.
5% decrease in Selangor & Johor.
From this, there will be prolong droughts
i.e. dry years anticipated (2028, 2029,
2034, 2042 and 2044).
Impact
Unstable Water Resources Quantity
DROUGHT SEASON – Affected Critical Level At Dam
Durian Tunggal Dam During Drought Season
Year 1991
16
Impact
WET SEASON – Affected Flooding At Dec 2006
Tidal gate at Sg Melaka,
Durian Tunggal
Sg Melaka
Inlet Chute
at Intake Durian Tunggal
17
Source: SAMB
Impact
Unstable Water Resources Quality
IMPACT OF
RIVER WATER
QUALITY
IMPACTS &
AFFECTED
WTP
SHUTDOWN
POLLUTION – Affected WTP Shutdown
Sg Kesang During Drought Season
2014
18
18
Impact
Unstable Water Resources Quality
POLLUTION – Affected Merlimau WTP Shutdown
20 June 2014
pH Value Of Sg Kesang Very Lowest
pH 2.88 (Standard pH 5.5)
19
IMPAIRMENT IMPACT
OF RIVER WATER
QUALITY
Lowest pH Value
21 June 2014
Merlimau WTP Stopped
At 2.30 am
CHALLENGES
During DROUGHT SEASON 2014
14 FEB 2014 :
INCIDENCE OF SALT WATER INTRUSION INTO THE GRISEK PUMP HOUSE
SAMB run 6 pumps
(compared to 5 pumps
before) from
Sg Melaka to Bertam
WTP.
On 14 Mar 2014 ,
SAMB has been
pumping raw water
from Sg Muar
(2 pumps compared to
4 pumps from
Sg Muar with the
suction capacity of
135 – 140 Million
Liters)
 Investigation on the intrusion of the salt water to
the Grisek Pump House
 Salinity and Chloride Test has been done at the
Before : Pumping
capacity
225 Million Liters.
20
21
CASE STUDY I:
DROUGHT SEASON STATE OF MELAKA
Unstable Water Resources Quantity
ISSUE :
Melaka drought at the end of January 2014,
when the level of Sg Melaka found to decrease
from the normal level (2.5m).
IMPACT :
 This causes the supply of 48 MLD raw water
to the Bertam WTP affected.
 12 Feb 2014, Bunded Storage dried &
affected the operational of Sebukor WTP (77
MLD) need to be stopped. The plant ceased
operations for 11 hours.
 Durian Tunggal Dam & Jus Dam level that
continued decreased.
22
Sg Melaka During Drought Season
Year 2014
CASE STUDY I:
DROUGHT SEASON STATE OF MELAKA
KEY INITIATIVES :
 Setting Up A Task Force Of Water Resources
 Inter-basin Transfer System
 Implementing Flexibility Of Interconnectivity Water Supply
System
 Pressure Management Method Applied In Program Operasi
Bekalan Mesra (OBM)
23
100
PERCENTAGE OF STORAGE AT DURIAN TUNGGAL DAM YEAR 2013 & 2014
100.0
Hentikan Operasi Pengepaman Grisek & Bunded Storage
90.0
90
Mulakan Operasi Pengepaman Grisek pada Keadaan Biasa
60.0
Paras Berwaspada
70
50.0
Paras Amaran
Projection menurun @ 50% : 8 SEPT 14
40.0
60
30.0
Kritikal Kapasiti Dam: 50%
20.0
50
Mula hujan di kawasan empangan:
-31/3 (0.0mm) &
-1/4 (1.0mm)
40
10.0
0.0
2014 hujan
BERSIAP SEDIA
AMARAN KECEMASAN
2014
ARAS KRITIKAL
BERWASPADA
2013
Projec '14
BERSIAP SEDIA
Arahan Kerajaan Negeri Untuk Bebas
Catuan Pada 16 Apr 2014
Jumlah Hujan (mm)
70.0
Mulakan Operasi Pengepaman ke Empangan Jus
JAN '14 (Rain:43.5mm)
9
17
25
FEB '14 (Rain:0 mm)
10
18
26
MAC '14 (Rain:15mm)
14
22
30
APR '14 (Rain:mm)
15
23
MEI '14 (Rain:mm)
9
17
25
JUN '14 (Rain: mm)
10
18
26
JUL '14 (Rain:mm)
12
20
28
OGO (Rain:mm)
13
21
29
SEP '14(Rain: mm)
14
22
30
OKT '14 (Rain:mm)
16
24
NOV '14 (Rain:mm)
9
17
25
DIS '14 (Rain: mm)
11
19
27
% Kapasiti Air Dam
80
80.0
PERCENTAGE OF STORAGE AT JUS DAM YEAR 2013 & 2014
100
100.0
Hentikan Operasi Pengepaman RP Machap
90.0
90
80.0
70.0
Mulakan Operasi Pengepaman RP Machap
Paras Berwaspada
70
50.0
40.0
Paras Amaran
Jumlah Hujan (mm)
60.0
60
Projection menurun @ 50% : 23/JULY/14
Kritikal Kapasiti Dam: 50%
30.0
20.0
50
Mula hujan di kawasan empangan:
-31/3 (0.0mm) &
-1/4 (6.0mm)
40
10.0
0.0
JAN '14 (Rain:45.3mm)
9
17
25
FEB '14(Rain: 0 mm)
10
18
26
MAC '14 (Rain:1.4mm)
14
22
30
APR '14 (Rain:mm)
15
23
MEI '14 (Rain:mm)
9
17
25
JUN '14 (Rain: mm)
10
18
26
JUL '14 (Rain:mm)
12
20
28
OGO (Rain:mm)
13
21
29
SEP '14(Rain: mm)
14
22
30
OKT '14 (Rain:mm)
16
24
NOV '14 (Rain:mm)
9
17
25
DIS '14 (Rain: mm)
11
19
27
% Kapasiti Air Dam
80
2014 hujan
2014
2013
ARAS KRITIKAL
Projec '14
AMARAN KECEMASAN
BERWASPADA
BERSIAP SEDIA
STOP PUMPING
Projection manaik
Arahan Kerajaan Negeri Untuk Bebas
Catuan Pada 16 Apr 2014
Jus WTP
Jus Dam
Asahan Dam
Asahan WTP
Gadek WTP
Tebat Pond dipam ke dalam
laluan JPS sedia ada ke dalam
Sg. Kesang.
Selandar Outfall
Durian Tunggal
Sg. Kesang
Kolam
Tebat
Dam
Chin-Chin WTP
Kesang 2
Kesang 1
DAF WTP I & II
Bertam WTP
Grisek P/S
Balancing Tank
Kesang Outfall
Durian Tunggal P/S
Bunded
Storage
I & II
Sebukor WTP
Air kolam Kesang 1 & 2 dipam
ke dalam paip sedia ada &
dilepaskan ke Sg. Melaka
melalui Sg. Garing.
Merlimau WTP
Tidal Gate
(River Barrage)
26
Program Operasi Bekalan Mesra Pengguna
Baseline
DURATION :
3 Mar – 1 Mei 2014
(53 Days)
Setting timer
11:00pm - 5:00am
LOCATION :
130 Zone DMA
METODOLOGI :
 Flow and pressure can
be measured continuously
at all DMA inlets and view
by AquarSmart System.
Demand
Setting timer
8:00pm - 5:00am
Average of saving For 53 Days :
541,291 m3 (RM 974,324)
 Pressure control to
reduce the pressure
between 1.1 - 1.5 bar in
the critical areas.
 131 nos PRV was
installed in whole state of
Melaka.
27
Note : 1 m3
= RM
1.80
PRV - Pressure Reducing Valve
PRESSURE MANAGEMENT
Method Applied In Program Operasi Bekalan Mesra (OBM)
SUCCESSFUL IMPLEMENTATION:
CRITERIA
A) Adequate
Water Supply
MONITORING
Quantity of treated water
STATUS
Total saving
541,291 m3 (RM 974,324) for 53 days
541,291 m3 x RM 1.80 = RM 974,324
28
B) Operations
More Efficient And
Effective
Record of ration water
supply
Based on records from
SAMB Info Centre found no record ration
water supply
C) Customer Care
Record of water quality
Based on records from
(dirty water)
SAMB Info Centre found no record dirty water
Decreased Production of Sebukor WTP
BUKIT
KUDA
BERTAM WTP
BUKIT LESUNG
1.7 MLD
SEBUKOR
WTP
6.1 MLD
BUKIT
CHENG
6.3 MLD
2.3 MLD
12.9
40 MLD
BUKIT
DUYONG
MGD
BEKALAN ASAL
LOJI SEBUKOR
11/5/2014
VALVE FULLY
OPEN
29
CASE STUDY II
RAW WATER QUALITY DETERIORATION IN MERLIMAU
Unstable Water Resources Quality
ISSUE :
21 June 2014, the Merlimau WTP has been closed due to raw water
pH is too low. This WTP closure has caused some areas in Jasin
District disrupted water supplies, including the north, Jasin, whole
Merlimau including Sungai Rambai and Serkam.
COMPREHENSIVE ACTION

Water supply has been extended from the district of the Kolam
Bemban & Umbai.

Water Supply is also taken from Syarikat Air Johor (SAJ) at
Sungai Rambai (Ledang) and Chohong(Tangkak).

Some work system changes made with pipe connection to the
existing pipe to the affected areas.
Setting Up A Task Force
KEYS INITIATIVES
 Raw Water Piping From Outfall Sg Kesang To Lanchang Intake
 Proposal System Improvement Of Chin Chin WTP
30
Impact Of Lowest pH (pH < 3.0)
In Sg Kesang, Treated Water Turn To
Black Color & Sour Taste
31
Work on Pipe Connections For
Water Supply From SAJ Ledang & Sg
Rambai on 22 June 2014
EMPOWERING
OPERATING
SYSTEM
WATER
SUPPLY
MELAKA
SUPPLY
& DEMAND
AIR DURING
MERLIMAU
WTP
SHUTOF
DOWN
MERLIMAU
WTP
DURING
NORMAL
OPERATION
WHEN DAF II WTP STARTED OPERATION
Supply From
ASAHAN WTP
SENANDONG
B3
BERTAM
WTP
Production
increased when
DAF II WTP
start ed
operation
BUKIT
BAHUDDIN
Kandang,
Tiang
Dua
2.5 MLD
dan Paya
Dalam
BUKIT DUYUNG
1.54MLD
Bkt
Bahuddin
2.04MLD
Chinchin
0.5MLD
3.2
BktMLD
Bahuddin
Pekan Jasin
LOJI
CHIN
CHIN CHIN
CHIN
WTP
12
MLD
20 MLD
BUKIT PERAH
BARU LAMA
BUKIT PERAH
ELEVATED
Supply From
BERTAM WTP
BUKIT PERAH
BARU
18.4MLD
23.2
Seluruh Kawasan
MLD
Merlimau
4.77MLD
32
Supply
From
SAJ
(TANGKAK)
Stopped
Merlimau
NORMAL
MERLIMAU
WTPWTP
OPERATION
55 MLD
(55 MLD)
Shutdown
(0 MLD)
Supply
Supply
From
From
SAJ
SAJ
(LEDANG)
(LEDANG)
Stopped
32
CASE STUDY III:
EMPOWERING OPERATING
SYSTEM WATER SUPPLY OF MELAKA
18 July 2014: Start of operations DAF II WTP has been
strengthening and empowering operational water
distribution system in Melaka.
EVIDENCE OF IMPLEMENTATION:
 By operating the DAF II WTP, the water supply can be
extended to Sg. Udang. Therefore, this can reduce the
dependency on Bertam WTP.
 The flexibility of this interconnectivity, can take advantage
of to supply water to the area Merlimau.
RESULTS:
Overall, the available performance interconnectivity Melaka
was 100%
33
FLEXIBILITY OF INTERCONNECTIVITY
Upstream And Downstream Water Supply System In Melaka
Connection Gadek WTP
with Bertam WTP at
Bukit Bulat Area
Connection Gadek WTP
with Bertam WTP at
Masjid Tanah Area
Connection Sebukor
WTP with Bertam WTP
34
Connection Asahan WTP
with Merlimau WTP at
Simpang Bekoh
Connection JUS WTP
with BERTAM WTP
Connection Bertam WTP
with Merlimau WTP at
Duyong area
Connection Bertam WTP with
Merlimau WTP at Telok Mas
Area
EMPOWERING OPERATING
SYSTEM WATER SUPPLY OF MELAKA
RESERVOIR B1, B2, B3
RESERVOIR
SENANDUNG A
BERTAM WTP
BEFORE
INTERCONNECTIVITY
DAF I WTP
DAF II WTP
35
EMPOWERING OPERATING
SYSTEM WATER SUPPLY OF MELAKA
RESERVOIR B1, B2, B3
RESERVOIR
SENANDUNG A
BERTAM WTP
AFTER
INTERCONNECTIVITY
DAF I WTP
DAF II WTP
36
CONCLUSION
This study has proved
successful in managing the water
supply
without water rationing to develop a
more efficient process, practicality and
efficiency of innovative ideas in testing
flexibility of interconnectivity water
supply system at Merlimau.
DAF I Water Treatment Plant
37
THANK YOU
YBhg Datuk Ir Hj Mohd Khalid bin Hj Nasir
www.samb.com.my
[email protected]
38

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