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Projects and Engineered Systems completed by Filtration Technology

Projects

Select from the list below
Auto Poly Prep System and Dosing
Eltham WTP Upgrade
Matarangi Beach Estates
Te Aroha WTP Upgrade
Trojan UV - Hamilton
Waikouaiti Membrane Filtration Upgrade
West Taieri Membrane Filtration Upgrade

Waikouaiti Membrane Filtration Upgrade

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
The existing plant prior to construction Two weeks into construction membrane tanks in view
Neutralisation and backpulse recovery sump tanks during construction Lamella clarifier
Inlet pipework, strainer, floc tank, service water tank and tube settler in the background
The main analyser board with pH, Cl2 turbidity and colour
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