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F. WAYNE HILL
WATER RESOURCES CENTER
Gwinnett County, GA
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Introduction
Like many other municipalities in Georgia, Gwinnett County’s F.
Wayne Hill Water Resources Center was concerned about the impact of
releasing the plant’s current wastewater effluent into the
environment. Although the current wastewater treatment plant (WWTP)
was meeting existing discharge standards, the county decided to seek
out new technology for its WWTP expansion that could also improve the
quality of effluent produced.
When selecting a technology, the Department of Public
Utilities of Gwinnett County consulted with Jordan Jones & Goulding,
CH2M Hill, and Precision Planning, and decided on ZeeWeed
ultrafiltration (UF) technology from ZENON Membrane Solutions, part of
GE Water & Process Technologies. The system would treat secondary
effluent from the existing WWTP to produce a level of quality that
exceeds some drinking water standards.
The final effluent is safely discharged to the
Chattahoochee River, with the potential to be used for irrigation at
local parks and golf courses. Upon approval by the State, the effluent
will be released into Lake Lanier, a major source of drinking water
for the greater Atlanta area..jpg)
Georgia is quickly becoming one the country’s leaders
in advanced membrane water treatment systems. Local communities such
as Cauley Creek, Forsyth County and Rubes Creek have each trusted
ZENON to supply water reclamation technology for their plants.
With a nominal pore size of 0.04 micron, ZeeWeed
UltraFiltration membranes are the key to effective tertiary treatment.
The reinforced hollow-fiber membrane acts as a physical barrier,
producing the highest quality effluent. In addition, the system’s
modular design allows membranes to be added as the capacity
requirement increases, drastically reducing upfront development costs.
Process Overview
After the secondary effluent is pre-screened
by a 500 micron micro-screen, it will flow into the influent
distribution channel. The level of influent in this channel determines
the required number of membrane trains in operation. The
water
will then flow to the ZeeWeed membrane trains, where filtration is
drawn through the membrane under a vacuum created by permeate pumps.
The reject water will flow via gravity to the backwash return basin.
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