PRESENTATION BY: Ir. Hj.Wan Mohd Zamri bin W Ismail AIR KELANTAN SDN BHD
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1 1
2 PRESENTATION BY: Ir. Hj.Wan Mohd Zamri bin W Ismail AIR KELANTAN SDN BHD
3 PRESENTATION BY: Ir. Hj.Wan Mohd Zamri bin W Ismail AIR KELANTAN SDN BHD
4 CLIMATE CHANGE SCENARIOS
5 Durian Tunggal dam at Melaka
6 THE FLOOD
7 HOW TO MANAGE Physical Means Sociological Means Economics Means Network Management Energy Management Environmental & Resource Management
8 OPTIMIZATION OF WATER SUPPLY 1.Network Management 2.Energy Management 3.Environmental & Resource Management
9 OPTIMIZATION OF WATER SUPPLY 1.Network Management a) Optimum Design limit and estimations b) Reduce System Losses c) Optimize Storage Tank Capacities d) Reduce Pumping System or booster stations
10 PIPES MATERIAL SELECTION.. Glass Reinforced Pipes has a C -value of 150 and stronger than steel pipes but yet of non-corrosive material.
11 OPTIMIZATION OF WATER SUPPLY 2. Energy Management a) Improve Power/Voltage Quality b) Select Best Switching Gears c) Retrofit with Energy-saving devices e.g VSD, Controller etc d) Select Best Efficient Motors & Pumps e) Reduce System Losses
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13 OPTIMIZATION OF WATER SUPPLY 3. Environmental & Resources Management a) Retrofit with environmental-friendly devices e.g lownoise devices. b) Select Best Design Suitability e.g less sludge treatment, non chemical WTP c) Select Construction Plan with Low Impact on Environmental e.g No Dams Plan, using Natural Substorage Reservoirs d) Improve On Raw Water e.g siltation dam, Use of Riverbank Filtration System(RBF) & Horizontal Collector Well method(hcw)
14 Introduction to Groundwater a. Simple and cheap to treat to good drinking water b. Stable quality and quantity all year c. Localized availability, means decentralized infrastructure and short transmission costs d. Far better protection than surface water e. Little impact on nature and environment
15 Horizontal Collector Well System : a groundwater engineering application Refers to the one of the groundwater system being abstracted from aquifers in the alluvium such as sand and gravel layer through radial wells which are drilled and installed horizontally inside concrete caisson.
16 RIVERBANK FILTRATION SYSTEM (RBF) WITH HORIZONTAL COLLECTOR WELL (HCW) RIVER Groundwater aquifer
17 RIVERBANK FILTRATION SYSTEM
18 CONSTRUCTION OF HORIZONTAL COLLECTOR WELL
19 ESSENTIAL BENEFIT OF HORIZONTAL COLLECTOR WELL IN RIVER INFILTRATION SYSTEM 1. LARGE QUANTITIES OF WATER PRODUCED OVER SMALL CONSTRUCTION AREA 2. LOW IN CONSTRUCTION COST, LESS TIME TO CONSTRUCT AND IT S GREEN TECHNOLOGY. 3. MAINTENANCE IS EASY AND ECONOMICAL WITH COST SAVING 4. PRODUCED WATER IS CLEAR AND PURE (LOW TURBIDITY) AND PROTECTED FROM OUTSIDE THREATS. 5. MINERAL CONTENT (IRON & MANGANESE) OF WATER IS LOW 6. WATER PRODUCTION IS GUARANTEED, ESPECIALLY DURING DRY SEASONS
20 Riverbank Filtration System Advantages REDUCTION ON COSTS -Operational Cost - Energy Cost - Maintenance Cost 3 Aspects of Reduction: COSTS 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 RISKS THREATS
21 (-26% GW) (-45% SW) SURFACE WATER GROUNDWATER RIVER INFILTRATION Capital Costs RM M/mld % RM M/mld % RM M/mld % General Prelimenaries % % % Raw Water Intake % % % Raw Water Pumping % % % Water Treatment Works % % % Treated Water Piping % % % Others % % % (-65% GW) (-66% SW) Operating Costs RM/m 3 % RM/m 3 % RM/m 3 % Electricity % % % Chemicals % % % Maintenance % % % Management % % %
22 22 KELANTAN EXPERIENCE : RBF IN JELI
23 23 JELI WTP WITH RBF SYSTEM SEDIMENTATION TANK AERATOR PROCESS UNIT FILTER TANK REFURBISH EXISTING BUILDING TREATED WATER PUMPS
24 24 JELI WTP
25 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
26 Energy savings up to 45% with the RBF effect and VSD usage.
27 TURBIDITY OF RAW WATER (NTU) 2010
28 TURBIDITY OF RAW WATER (NTU)
29 PRODUCTION AFTER COMPLETION OF JELI WTP WORKS
30 RBF HCW PROJECTS NO. WATER TREATMENT PLANT CAPACITY (mld) COMPLETION DATE 1. Jeli-Pasir Dusun, Jeli 10 10/ Ayer Lanas-Gemang, Jeli 8 4/ Kuala Balah, Jeli 8 4/ Stong-Dabong, Jeli 3 7/ Bertam Baru, Gua Musang 4 9/ Peralla, Tanah Merah 2 10/ Pasir Tumboh, Kota Bharu 25 12/ Wakaf Bunut, Pasir Puteh 25 12/ Pintu Geng, Kota Bharu 30 2/ Wakaf Bharu, Tumpat 20 2/ Sg.Ketil, Gua Musang 20 10/ Kelar, Pasir Mas (2 nos.) 50 PLANNING 30
31 KNOWLEDGE-SHARING JPS MALAYSIA
32 KNOWLEDGE-SHARING JBA PAHANG
33 KNOWLEDGE-SHARING INSTITUT PENYELIDIKAN HIDRAULIK KEBANGSAAN (NAHRIM)
34 KNOWLEDGE-SHARING KEMENTERIAN TENAGA,TENAGA HIJAU DAN AIR (KETTHA)
35 KNOWLEDGE-SHARING KEMENTERIAN KESIHATAN MALAYSIA (KKM)
36 KNOWLEDGE-SHARING LEMBAGA URUS AIR SELANGOR (LUAS) DAN JMG
37 KNOWLEDGE-SHARING DATO TEO YEN HUA,(CEO SPAN) AND SPAN DELEGATES
38 KNOWLEDGE-SHARING Ministry of Public Utility Sarawak YB Datuk Sylvester Entrie Muran- Menteri Muda Kemudahan Awam Sarawak (Bekalan Air) and Sarawak Delegates
39 CONCLUSION RIVERBANK FILTRATION SYSTEM (RBF) : KickOff Meeting 39
40 1. Deferum System using only air to oxidize Iron & Manganese and without use of chemicals. 2. Ozone oxidation of iron-manganese in groundwater in non-conventional treatment processes. 3. Subterranean Iron Removal System biochemical reaction in aquifer to treat groundwater in primary processes and without the use of chemicals. 4. Organic Coagulant use of natural herbs to produce an organic coagulant for flocculation processes in conventional WTP. 40
41
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