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Ir Hj Wan Mohd ZamriAIR KELANTAN SDN BHD
26th APRIL 2014
MWA’s POST-AGM TALK 2014
INNOVATIONS IN WATER SUPPLY INDUSTRY BY
AIR KELANTAN SDN BHD
WATER CRISIS
WATER RATIONING BY OPERATORS
Looking For Answers…
The word ‘fi’ (within) in the Qur’anic phrase /fil’ard / (within the ground), points to the possibility that indicates underground sources of water, not sources that are above the ground.
ه�ۦ ه� ه� ب ه�ا ه ى� ه ه� ��ا ه ه�� ه� � ه� ر� ه�� ر� ٱ ��ه ه� ى� � ه ه! ر" ه�ا �ه �# ر ه% ه& ه� ه' ء اا ه* ه' اا ه+ ه�, ٱل ه. ه* ه ا ه/رل ه��� ه�ه0 ه�� ه% ى� ه& هل
“And We sent down water from the sky in
measure, and We lodged it in the earth, and verily We are able
to take it away” (Qs. Al-Mu’minûn [23]: 18),
INSPIRATION FOR ANSWERS
WATER CYCLE
FACT 1
FACT 2
Presented ByHarry Mills / PRESENTATIONPRO
CLIMATE CHANGE SCENARIO FACT 3
New Ideas : Green Technology Innovation
Basic Of Green Ideas:
A Solution to many problems
Innovative & Sustainable
Economical & value engineering
Reduction in Costs
Green Tech & Eco-friendly
PERFORMANCE INDICATOR
PARAMETER ASPECTS:-
1. Energy Efficient
2. Eco Friendly
3. Green Technology / Carbon Savings
4. Optimization of Treatment Process
5. Cost Savings
INNOVATIONS BY AKSB
1.WATER SOURCE WORKS2.HORIZONTAL COLLECTOR
WELL (HCW)3.OZONATION WITH BUBBLING
FLOATATION METHOD OF OXIDIZING IRON&MANGANESE
1. WATER SOURCE WORKS
1.Management of aquifer recharge (MAR)
2.Enhancement of groundwater recharge-riverbank filtration system (RBF)
3. Subsurface storage dams (Underground Reservoir)
4. River Barrage for Artificial Recharge
5. Consultation cost & Land acquisition
STORAGE = BUFFERING
3R concept – Recharge, Retention and Reuse
• Local (cisterns) and subsurface storage (active use of aquifer) of surface water for both water- and food security
• Its not about allocation of scarce water but to catch and retain water and extend the chain of use and reuse as possible within a basin
• Introduce buffer management at scale – basin by basin. Not piecemeal/scattered
• Subsurface storage largest potential in terms of Volume
Jan Feb Mac Apr May Jun Jul Ogs Sep Oct Nov Dec
0.0
5.0
10.0
15.0
20.0
25.0
Rainfall Average Kota Bharu 2000-2010
Rainfall Average Kota Bharu 2000-2010
Recharge = 3.27 billion m3/year
KELANTAN RIVER BASIN
RESERVOIR IN THE CITY CONCEPT
River Barrage FunctionsRiver Barrage Functions
1. Control of Reservoir Level and Flood Control2. To impound fresh water in reservoir and exclude seawater from entering the reservoir.3. To release storm water flows to sea before the raising of the fresh water impoundment in reservoir for flood control and prevention.
AN EXAMPLE OF RIVER BARRAGE STRUCTURE
Presented ByHarry Mills / PRESENTATIONPRO
2. HORIZONTAL COLLECTOR WELL (HCW)
SUNGAI
HCW
Construction Process Of HCW
Riverbank Filtration System – Advantages
3 Aspects of Reduction:
COSTS
RISKS
THREATS
REDUCTION ON COSTS
-Operational Cost
- Energy Cost
- Maintenance Cost
REDUCTION ON RISKS
- Quality of Water
- Failure on Operation
- Environmental Damages
REDUCTION ON THREATS
- Climate Change Impact
- Pollution of River
- ‘War’ on Use of Water
Energy Efficient & Costs Savings
1. Energy Costs reduced– + High Eff.Pumps & VSD
2. Maintenance is minimised – Excavators, Pumps
3. Filter operation is optimized – less backwash
4. Very Little Sludge – no sludge management
5. Optimization of WTP Whole Operation
Energy savings up to 45% with the RBF effect and VSD usage.
2010TURBIDITY OF RAW WATER (NTU)
TURBIDITY OF RAW WATER (NTU)
PRODUCTION AFTER COMPLETION OF JELI WTP WORKS
RBF – HCW PROJECTS
27
NO. WATER TREATMENT PLANT CAPACITY(mld)
COMPLETION DATE
1. Jeli-Pasir Dusun, Jeli 10 10/2010
2. Ayer Lanas-Gemang, Jeli 8 4/2011
3. Kuala Balah, Jeli 8 4/2011
4. Stong-Dabong, Jeli 3 7/2011
5. Bertam Baru, Gua Musang 4 9/2012
6. Peralla, Tanah Merah 2 10/2012
7. Pasir Tumboh, Kota Bharu 25 12/2012
8. Wakaf Bunut, Pasir Puteh 25 12/2012
9. Pintu Geng, Kota Bharu 30 2/2013
10. Wakaf Bharu, Tumpat 20 2/2013
11. Sg.Ketil, Gua Musang 20 10/2013
12. Kelar, Pasir Mas (2 nos.) 50 PLANNING
28 KELANTAN EXPERIENCE : RBF IN JELI
29
JELI WTP WITH RBF SYSTEM
SEDIMENTATION TANK AERATOR PROCESS UNIT
FILTER TANK REFURBISH EXISTING BUILDING TREATED WATER PUMPS
KELANTAN EXPERIENCE : RBF IN PINTU GENG, KOTA BHARU
KELANTAN EXPERIENCE : RBF IN PINTU GENG, KOTA BHARU
Presented ByHarry Mills / PRESENTATIONPRO
33KickOff Meeting
The ultimate solution to current water supply anomalies. Scalable size and suitable to most places.
Promotes Green Technology & Eco-friendly Offers financial and technical benefits. Optimizes the water supply system. Fits into the ‘bigger picture’ in water resources
planning. Opportunity for Malaysians to market this
innovative product in the region.
SUMMARYSUMMARY
RIVERBANK FILTRATION SYSTEM (RBF) :RIVERBANK FILTRATION SYSTEM (RBF) :
Presented ByHarry Mills / PRESENTATIONPROAIR KELANTAN SDN BHD
3. OZONATION WITH BUBBLING FLOATATION METHOD OF OXIDIZING IRON & MANGANESE
water in
water out
ozoneFI
demister (option) FI
ceramic disk diffusors
ozone reaction tank
fan
35
Objective of ‘Ozone-Oxidation’
• Oxidation of metals as iron and manganese• Tastes and odours removal• Oxidation of organic matters and micro pollutants• Algae Removal• Improvement of the coagulation• Colour removal• Reduction of THM
36
BENEFITS OF OZONE :-
TASTE AND ODOUR CONTROL
• Taste and odour is often caused by Chlorination of natural organic compounds: phenol, hydrogen sulfide, algae,...
• Chlorine + Phenol = taste + toxic compound
• Oxidation of organics by ozone:
• non toxic compounds
• no taste and odour
COLOUR REMOVAL
• Colour in surface water is caused by natural organic matters (humic-, fulvic-, tannic acids,…)
• These matters reveal C=C bonds
• Ozone reacts with carbon double bonds
• A dosage of 2 to 4 mg(O3)/L leads to a strong colour removal in most of the cases
BENEFITS OF OZONE :-
BENEFITS OF OZONE :-
IRON AND MANGANESE REMOVAL
• Ozone oxidises ferrous and manganese to insoluble compounds
• Chlorine does not oxidise manganese
• Fe/Mn removal commonly takes place in pre-ozonation
• Metal hydroxides may be removed on sand filters
39
What is Ozone …
Molecular weight: 48 g/mol
Density @ 1013 mbar, 0°C: 2,14 kg/m³
Max. limit for ambient level: 0,1 ppm
0,2 mg/m³air
Odor threshold: 0,01 ppm
Redox potential: 2,07 V
Comparison of oxidants:
-OH radical 2,80 V
- Chlorine 1,36 V
- Oxygen (mol.) 1,23 V
- Chlorinedioxide 1,27 V
- Hypochlorite 1,49 V
Blue, pungent and strong smelling gas
O(3)ZONE .. The Molecule
OZONE [greek = smelling]
Strongest oxidant, effective disinfectant !Generation on site only !
NATURAL OZONE
LIGHTNING-HIGH VOLTAGE
OXYGEN O2
OXYGEN O2
OZONE O3
Oxygen containingfeedgas
(Air/LOX)
Free oxygen atoms and
oxygen molecules
Product gas:Ozone-Feedgas
mixture
Ozone generation inside an electrical field
Energy (Ozone Generator)Generatorinlet
Generatoroutlet
Heat
Electrical Field
Electrical Field
High Voltage
Ozone Generator Vessel
Stainless Steel (316TI)
(similar to tube heat exchanger)
Cooling water inlet
Cooling water outlet
Feedgas inlet
Ozone gas outlet
Grounded
WEDECO EFFIZON HP Technology
O3zoneto
process
PASHL TIPI FIRCFeedgas
LOX/AirM
400 V 400 V
5,500 V 5,500 V 1-1000 Hz 1-1000 Hz
50 Hz 50 Hz
High VoltageConnection
Cooling water
Cooling water
Cooling water
FI TICooling
water
TIPI
Grounding
Step-up transformer < Inverter section < Rectifier sectionRectifier section > Inverter section > Step-up transformer
PSU 2
Main
SwitchPSU 1
Main
Switch PLCHigh
Voltage
Transformer
High
Voltage
Transformer
ON
Long life operation (10 years guarantee)
No maintenance for electrodes required
Higher performance and efficiency concerning power consumption
Better and efficient cooling
More compact geometry leads to smaller foot prints
Adavantages of WEDECO EFFIZON HP Electrode
Basics of Ozone generation
Ozone destructors
Nano Bubbling
systems
Ozone Generators
Cooling Water supply
Measurement devices
Products – overview -
Oxygen gas
Supply
PLC
and
SCADA
Oxygen nano-bubble waterTap water
Nano-Bubbling Method Effects Initial growth of plants
WATER QUALITY DATA : TREATED WATER ANALYSIS
THE OPERATION OF PINTU GENG WTP
JAN FEB MAC APR MEI JUL OGOS SEP0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
Kekeruhan (NTU)pHBaki Klorin (mg/L)BESI,(Fe)
JAN FEB MAC APR MEI JUL OGOS SEPKekeruhan (NTU) 6.13 7.29 5.43 8.87 8.94 0.42 0.55 0.71pH 5.91 6.20 6.32 6.25 6.37 7.02 6.78 7.12Baki Klorin (mg/L) 0.39 0.19 0.92 0.43 0.55 1.63 1.90 1.72BESI,(Fe) 2.39 1.98 1.48 2.38 2.36 0.11 0.15 0.14
WATER QUALITY DATA : TREATMENT ANALYSIS
THE OPERATION OF PINTU GENG WTP
Fe Turb Mn pH
Raw water Oct 2013 1.05 15.8 0.106 5.82
Treated water Oct 2013 0.0900000000000001
0.24 0.014 6.68
TARGET LEVEL 0.3 5 0.1 6.8
1
3
5
7
9
11
13
15
17
Pintu Geng WTP : Raw Water vs Treated Water
Raw water Oct 2013Treated water Oct 2013TARGET LEVEL
THE OPERATION OF PINTU GENG WTP
PRODUCTION COST DATA
NO. DESCRIPTION COST (RM/M3)
1 LIQUID OXYGEN 0.035
2 INDUSTRIAL SALT 0.037
3 ENERGY (ELECTRICAL) 0.177
TOTAL PRODUCTION COST 0.249
RESEARCH & DEVELOPMENT :RESEARCH & DEVELOPMENT :
1. Deferum System – using only air to oxidize Iron & Manganese and without use of chemicals.
2. Subterranean Iron Removal System – biochemical reaction in aquifer to treat groundwater in primary processes and without the use of chemicals.
3. Organic Coagulant – use of natural herbs to produce an organic coagulant for flocculation processes in conventional WTP.
4. 690V Low-Voltage Power Setup – to use 690V, instead of 415V, in powering the motors for higher efficiency in energy usage.
1. Deferum System – using only air to oxidize Iron & Manganese and without use of chemicals.
2. Subterranean Iron Removal System – biochemical reaction in aquifer to treat groundwater in primary processes and without the use of chemicals.
3. Organic Coagulant – use of natural herbs to produce an organic coagulant for flocculation processes in conventional WTP.
4. 690V Low-Voltage Power Setup – to use 690V, instead of 415V, in powering the motors for higher efficiency in energy usage.
55
AIR KELANTAN SDN BHD
Terima Kasih
AIR KELANTAN SDN BHD