Background
Waikouaiti Water Treatment Plant was experiencing filter break through and other difficulties so the Dunedin City Council, along with MWH engineers, decided to upgrade the treatment plant to a 3,000 m3/day membrane filtration plant by way of a design/build contract.
Challenge
In order to keep within budget the DCC wanted to keep the existing treatment building, however this meant removing the existing plant and putting only disinfected water to reticulation. In order to minimise this downtime, strict contract conditions were placed on the time frame that the plant could be offline, before the new plant came online. From site establishment to putting water into reticulation was a period of only 3 months.
Process
The water is supplied from the local river and pumped to a 3000 m3 raw water reservoir, from here the water is gravity fed through a 1 mm strainer to a flocculation tank.
The water flows from the flocculation tank and into the membrane tanks where a light vacuum is applied to the submerged membrane fibres in order to produce permeate. This water is then pH corrected and disinfected with Cl2 before sending to reticulation.
Filtec faced tight constraints on the recovery rates even during times of high demand and fresh river conditions. To overcome this a lamella clarifier was installed to recycle waste water back to the front of the plant allowing for a recovery greater than 96%.
Cleaning of the membranes takes place approximately every 6 months. Due to constraints on discharge consents, all spent chemicals are neutralised in a buried tank before being discharged to the ponds.
Specification
| Plant Parameters |
| Treated Turbidity |
<0.02 NTU |
| Colour |
<2 Hazen |
| Production Rate |
3,000 m3/day |
| Recover Rate |
>96% |
| Chemicals Dumped |
None |
| Membranes Filters |
| Quantity |
160 filters |
| Material of Construction |
Reinforced PVDF |
| Filter size |
0.1 micron absolute |
| Pipework |
| Above Ground |
304 Stainless Steel |
| Under Ground |
PVC pressure pipe |
| Chemical Lines |
PVC Sch 80 or PE |
| Equipment |
| Dosing Pumps |
Wallace and Tiernan |
| Treated Turbidity |
Hach 660 |
| Raw Turbidity |
Hach 1720E |
| Chlorination |
Wallace and Tiernan |
| Analysers |
Wallace and Tiernan |
| Flow Meters |
Yokogawa |
| Colour Meters |
Optex |
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| The existing plant prior to construction |
Two weeks into construction membrane tanks in view |
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| Neutralisation and backpulse recovery sump tanks during construction |
Lamella clarifier |
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| Inlet pipework, strainer, floc tank, service water tank and tube settler in the background |
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| The main analyser board with pH, Cl2 turbidity and colour |
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