Model of block distribution system (Fukuoka City Waterworks Bureau)

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Presentation transcript:

Model of block distribution system (Fukuoka City Waterworks Bureau) Block Distribution System for Equitable, Efficient and Resilient Distribution: Yokohama City and Fukuoka City No. C4 Ver. 1 Model of block distribution system (Fukuoka City Waterworks Bureau)

Contents Introduction Block Distribution System in Japan Case 1 : Yokohama City Case 2 : Fukuoka City Lessons Learned

1. Introduction Main distribution pipeline networks Small branch distribution pipeline networks Treated water transmission pipeline networks Water treatment plant plant Block of main distribution pipelines Block of small distribution pipelines Distribution reservoir Concept of treated water transmission and distribution system Source: Bureau of Waterworks Tokyo Metropolitan Government, https://www.waterworks.metro.tokyo.jp/suidojigyo/torikumi/kadai/step21/05.html

2. Block Distribution System in Japan (1) General Features Both District Metered Area (DMA) and Block Distribution System (BDS) can be defined as a discrete area of a water distribution network. While the aim of DMA is to reduce and control leakage, BDS has been developed and utilized in Japan for the following purposes : Distribution piping network Gate valve Main distribution pipelines Single block Range of influence of turbid water Gate valve( Closing ) Distribution reservoir Optimization of water pressure Flow measurement in smaller blocks and quick adjustment of supply route Isolation of water mains and alternation of supply route Early detection of leakage Overview of block distribution system      Source : Sapporo City

2. Block Distribution System in Japan (2) Background and History Yokohama The first water utility to use a block distribution system Unorganized & intricate piping Failure to manage distribution Organize pipelines and make block a distribution system Fukuoka Niigata Sendai Prolonged serious drought → Advanced water resource management and water supply operation Liquefaction caused by earthquakes → Localized suspension of the water service Large difference in height in water supply districts → Equalization of water pressure Source : Fukuoka City Waterworks Bureau http://www.city.fukuoka.lg.jp/mizu/keikaku/machi/0060_3_2_3.html Source : Niigata City http://www.city.niigata.lg.jp/shisei/koho/kohoshi/shiho/backnumber/h26/shiho140511/1_01.html Source : Sendai City Waterworks Bureau ,https://www.suidou.city.sendai.jp/03_suisitu/16.html

Design of block distribution system 3. Case 1 : Yokohama City (1) Background and Purpose Water intake from the Kanagawa Water Supply Authority to meet the increasing demand was decided in 1964.                          To prepare the project it was necessary to; Know the capacity of existing distribution pipelines Decide where to locate new distribution pipelines However, existing distribution systems at that time were not well organized due to financial difficulty. Simultaneous study for water consumption and water supply conditions in each town was implemented. Design of block distribution system

3. Case 1 : Block Distribution System in Yokohama (2) The Effect of Block Distribution System Boundary of block areas Hilly areas (pumping system) Flat areas (gravity system) Reservoirs in water treatment plants Distribution reservoirs Block distribution system in Yokohama City Source : Yokohama Waterworks Bureau, http://www.city.yokohama.lg.jp/suidou/kyoku/suidoujigyo/jigyogaiyou.html

3. Case 1 : Block Distribution System in Yokohama (2) The Effect of Block Distribution System (Cont’d) Introduction of the block distribution system Pipeline information database Network information using computerized system and advanced mapping system Easy pressure control by utilization of elevation Easy distribution volume control by valves in the network Reduction of water service suspension time for repairs and maintenance Improvement of pipeline system Easy maintenance in daily operation

4. Case 2 : Fukuoka City (1) Background and Purpose 【 Drought in1978 】 Water restrictions up to 287 days Drought was so severe that emergency water was brought from a distance using ships and trains. Water-saving urban development Parched Dam during Period of Abnormally Low Rainfall in 1978 Water Trucks Dispatched during the Severe Drought

21 distribution blocks in Fukuoka City 4. Case 2 : Fukuoka City 1978  Serious drought Reduction of downtime in daily water supply Reduction of supply restrictions during drought by multiple water sources Uniform distribution throughout the city Detection of water leakage through advanced monitoring Water Management Center Block segmentation and facility placement toward the realization of a stable water supply 1981 Establishment of the Water Management Center and 21 distribution blocks 21 distribution blocks in Fukuoka City

The Water Management Center, Fukuoka City Waterworks Bureau 4. Case 2 : Fukuoka City Function of the Water Management Center Adjustment of flow rate and allocation from different water treatment plants Leakage reduction by controlling water pressure Reduction of labor for valve exercising during droughts Early detection of abnormal conditions and quick measures by remote control The Water Management Center, Fukuoka City Waterworks Bureau Opening and closing of 180 electric valves Manual remote operation from the Water Management Center Efficient operation based on information collection and analysis

Minimization of service suspension 4. Case 2 : Fukuoka City (2) The Effect of Block Distribution System Reduction of Leakage Minimization of service suspension Reduced leakage volume 4,000-5,000 m3/day Lowered leakage incidents 30% Mutual back up between treatment plants when distribution is disrupted by accidents, construction, or repair at a certain point

5. Lessons Learned(1) (Block Distribution System) The system is used by most Japanese water utilities. It is very effective in reducing leakage and maintaining stable supply by: (1) optimizing water pressure in distribution pipelines, (2) measuring flows in small areas to allow early detection of abnormal conditions, (3) identifying the location of broken pipes quickly, and (4) allowing operators to make immediate adjustments to the distribution route and switch to a backup supply. (Large and Small Blocks) Large blocks allow switching between water sources and water treatment plants. Small blocks are discrete areas within a large block for switching distribution route during maintenance of the network. (Yokohama System) The block distribution system in Yokohama City drastically modified the disorganized water supply network and improved operation and maintenance by introducing a computerized system. The system makes it easier to identify broken distribution mains and provide a backup supply to minimize suspension of service.

5. Lessons Learned(2) (Fukuoka System) The block distribution system in Fukuoka City established to deal with severe droughts is characterized by the advanced linkage between water sources and distribution reservoirs, switching of water sources by remote control of valve operation, and reduction of leakage in block units. The block system together with the Water Management Center and advanced mapping system is very effective in leakage reduction. (Topographic Considerations) The implementation of block distribution systems based on topographical characteristics (including the location of water sources and treatment plants) contributes to efficient water supply operations.