No. | Specification | Criteria |
I | Water Treatment Plant |
|
1. | Capacity | 1000 l/ sec |
2. | Construction | Reinforced concrete |
II | Reservoir |
|
1 | Operational/buffer | 15%-20% average daily demand |
2 | Drinking water in reservoir | 1 hour supply at peak daily demand |
3 | Maximum upper-level design on the reservoir | 10% volume |
III | Drinking Water Transition Pipes |
|
1 | Maximum pressure | 60 - 80 m water column |
2 | Minimum pressure | 5 - 10 m water column |
III | Water Loss Rate |
|
1 | Intake | 2% |
2 | Production Facilities | 5% |
3 | Transition pipelines | 1-2% |
V | Operation Hour | 24 hours/day |
IV | Drinking Water Quality | Health Minister Regulation Number 49 Year 2010 and WHO Guidelines for Drinking Water Quality, 2011 |
VII | Material Standard | Indonesia: SNI International: ISO, JIS, AWWA, ASTM, ANSI, DIN, BS |
VIII | Life Time Asset | 50 years |