Western Bay of
Plenty District Council
- Automatic Valveless Gravity Filter Western
Bay of Plenty District Council planned to
augment their existing water management
system by building a new water treatment
plant at Pongakawa. The water supply was
to be a new bore with generally good properties
but with an elevated Iron and Manganese
content.
Filtration Technology Ltd was contracted
to supply and install an Automatic Valveless
Gravity Filter (AVG) with sand filter media
to bring the water into compliance with
NZDWS 2005.
Because of its essential feature of being
a gravity filter without valves within a
filter system, AVGs provide an excellent
solution to unmanned remote WTPs.
The AVGs backwash after attaining
a pre-decided headloss and the cleaning/backwashing
cycle continues without operator intervention.
Project Description To design,
supply, install and commission 2x AVG filters
and associated chemical dosing and monitoring
equipment to achieve compliance with NZDWS
2005.
Operational Features The bore
water is injected with Chlorine and liquid
Sodium Hydroxide prior to a static mixer
located before a contact tank.
The increase of water
pH effects oxidation of the Iron and Manganese
causing precipitation. The water passes
through a contact tank to the two AVG headers
and then by gravity through the filters
where the oxidised impurities are removed.
The water exits from
underdrain filter nozzles and traverses
to an upper filter tank through a transfer
pipe.
Water level rises to the outlet weir and
exits at the elevated filtered water outlet.
After a period of operation the material
collected on the sand bed leads to an increase
in headloss, which causes the filter into
backwash mode. After removal of dirt by
reversing
the flow, the normal filtering operation
restarts. The agitated and expanded bed
settles, and clean water begins to flow
at outlet of filter. Interlocks are provided
on the two filters to ensure only one filter
backwashes at one time.
Post filtration chlorination and monitoring
of chlorine, pH and turbidity are carried
out on the water leaving the plant.
Process Specification
Filter
Design Flow (ea)
100m 3 /hr (28 LPS)
Filter
Flow (min, ea)
75 m3/hr for maintaining
autowash
Filter
Design Filtration Rate
2.5 LPS/m2
(9m3/hr/m2)
Filtration
Area
11.3 m2
Headloss
1800 mm static
Backwash
rate
10 LPS/m2 average
Duration
5-6 minutes
(4 minutes washing)
Total
Wash Volume
25 m3
Filter
Backwash Frequency
The
frequency of each filter backwashing
is controlled
by and related directly to the level
of solids and the
level of chemicals dosed to the raw
water. We find
most plants wash on average once every
2-3 days or
weekly on good to average raw water.