Vibratory Shear Enhanced Membrane Processing for enhanced water recovery in ground water treatment
thesis
posted on 2017-03-16, 03:27authored byJack Leong
As the worldwide
population grows, the demand for drinkable water rises accordingly. Recently
desalination technology has provided the means of converting seawater into
potable water. Although effective, desalination technologies also produce
unwanted concentrates that have ill effects on the environment when disposed of
incorrectly and also the procedures involved with the disposal of such wastes
take up a large proportion of industrial operational costs. Technologies that
reduce the volume of discharged concentrate are also known as volume reduction
processes.
Magnetic Ion Exchange (MIEX) is the current method of water
treatment used at Wanneroo Groundwater Treatment Plant in Western Australia.
Vibratory Shear Enhanced Process (VSEP) was installed at a facility to deal
with the large volumes of concentrated waste generated by the MIEX process. The
incorporation of VSEP to treat MIEX wastes is the first of its kind. Compared
to previous use of VSEP in literature, VSEP will be used as a primary treatment
method for the highly organic MIEX waste. VSEP was selected as an adequate
inland waste treatment option on the basis of its low energy requirements,
ability to prevent fouling and the benefits of re-using permeate streams
onsite. Additionally, the highly organic nature of MIEX waste is much greater
than concentrates previously explored using VSEP in literature and provides an
insight into the interactions of high concentration waste streams and membrane
surface. Initial results based on the installation of VSEP alone have reduced
the amount of concentrate by up to 76% with further improvement a possibility.
Furthermore, over 97% of dissolved organic carbon in the MIEX waste was removed
in the process. Organic characterisation of the process streams indicated that
the average molecular weight observed in the permeate stream was 1000 Da,
smaller than that seen in the feed stream (1400 Da). Exploration of performance
with regards to sequential batches between chemical cleans showed that
significant deterioration of flux and extended batch times would occur in later
batches. Increasing the frequency of cleaning would improve the overall
performance and maintenance of the VSEP system.
A techno-economic analysis was performed on the installation
of VSEP into an existing groundwater treatment plant. Whilst operating at 80%
volumetric capacity, savings in terms of salt consumption, waste disposal and
transport costs have been observed. Within the first year of operation, there
has been a reduction of 42% of salt consumption costs and 23.9% reduction in
waste disposal costs. Further optimisation and increasing the volumetric
capacity could result in further economic improvements. Cumulative cash flow
predictions based upon the initial two years of operation showed the project
would reach a payback period in 6 years and 8 months and achieve a positive net
present value of $170,998AUD in the suggested project life cycle of 10 years.
While VSEP is effective at removing the majority of dissolved
organics and divalent solutes, the remaining organics has the potential to
influence the performance of MIEX due to the build-up of low molecular
organics. In an effort to address this, other concentrate management options
such as carbon adsorption and natural evaporation were considered and
evaluated.
A lab scale test using activated carbon to treat VSEP
permeate was conducted to determine if post-treatment of VSEP permeate was a
feasible option to improve MIEX resin regeneration upstream. Results showed the
best carbon sorbent (Darco Mesh) was able to reduce the dissolved organic
carbon content in VSEP permeate over 5 fold. Adsorption isotherm were utilised
to predict that 110 kg of activated carbon was required to treat 1 kL of VSEP
permeate. The excessive amount of activated carbon required, challenges
associated with regenerating it due to likely emission of halogenated species
and the extensive equilibrium time make the implementation of carbon sorbents
onsite unreasonable.
A Wind Aided Intensified Evaporation (WAIV) unit was also
installed at Wanneroo as an additional opportunity to further treat the
permeate generated from the VSEP. A WAIV system utilising natural energy
sources such as wind and solar radiation was capable of removing the water
content from the VSEP permeate. Extensive operation resulted in levels close to
zero liquid discharge (ZLD), hence limiting the concentrate wastes to be
disposed over the dual system to minimal.
The results obtained from this thesis demonstrate that there
are numerous cost effective concentrate management procedures available for
industries that produce waste concentrate that is high in organic content. The
final waste produced by the introduction of the technologies is comparatively
cleaner than current management options. The incorporation of VSEP should not
be limited to the treatment of MIEX waste. Any industries that deal with high
volumes of concentrate wastes could reap benefits from the incorporation of
VSEP. However the benefits lie heavily on the ability to re-use either permeate
or the waste streams of VSEP. Further exploration of VSEP in conjunction with
other technologies such as WAIV can result in zero-liquid discharge, which
would almost eliminate all costs associated waste disposal and significantly
reduce the environmental impact of its disposal.