 |
Welcome to Ask Tom!, a monthly column by our resident water treatment guru, Tom Keenan of
National Environmental Services Agency (NESA). Tom addresses the issues that bug you the most. And Tom knows!! With 35 years experience in providing environmental support services to public and private sector clients on a wide range of environmental issues. Tom has also co-authored and presented training courses on wastewater treatment systems.
For past
articles visit the Ask Tom!
Archive. |
Using Vibrating Membranes to
Treat Oily Wastewater
Guest article by Greg Johnson of New Logic Research
Overview
A unique membrane filtration system
has been installed at several major waste oil hauling operations
and manufacturing plants that handle or produce oily wastewater.
The system is also being used to process used crankcase waste oil
and produce filtrate that can be sold as a higher value bunker
oil.
This
system called VSEP, (Vibratory Shear Enhanced Process), uses a
membrane module with special construction for service with high
temperature solvents and waste oils and is able to recover up to
90% of the oily wastewater as clean water. The use of high
temperature polymeric membranes has many significant advantages
over the conventional methods of oily water treatment.
There are dozens of methods used
for oil water separation. Each technique has advantages. No one
technique is suitable for all situations. Membranes have the
advantage of being simple efficient separating devices to hold
back oil, grease, metals, BOD, and COD. They can provide clear
permeate which can be sewered or re-used.
Membranes
Membrane separation technology has
been around for many years. Initially, the use of membranes was
isolated to a laboratory scale. However, improvements over the
past twenty years have made it possible to use membranes on an
industrial level. A membrane is simply a synthetic barrier, which
prevents the transport of certain components based on various
characteristics. Membranes are very diverse in their nature with
the one unifying theme to separate. Membranes can be liquid or
solid, homogeneous or heterogeneous and can range in thickness.
They can be manufactured to be electrically neutral, positive,
negative or bipolar. These different characteristics enable
membranes to perform many different separations from reverse
osmosis to micro-filtration. There are four main categories of
membrane filtration. These are determined by the Pore size or
Molecular Weight Cut off
| Filtration
Type |
Particle
Size |
Molecular
Weight |
| Reverse Osmosis |
<
0.001 µm |
<
100 Dalton |
| Nanofiltration |
0.001-0.01
µm |
100
- 1000 Dalton |
| Ultrafiltration |
0.01-0.1
µm |
1000-500,000
Dalton |
| Microfiltration |
>
0.1 µm |
>
500,000 Dalton |
Reverse Osmosis Membranes
The first category of membranes is
for reverse osmosis. These are the tightest membranes for
separating materials. They are generally rated on the % of salts
that they can remove from a feed stream. However, they can also be
specified by molecular weight cutoff. Usually, the rejection of
NaCl will be greater than 95% in order to be classed as an RO
membrane. The molecular weight cutoff is shown in the table above.
An example of their use would be
for filtering seawater in order to remove the salt. They are also
used to remove color, fragrance and flavor from water streams.
Reverse osmosis membranes don't have structural pores. Filtration
occurs as ionic species are able to diffuse their way through the
membrane itself.
Nanofiltration Membranes
A great deal of recent research has
led to the improvement of membranes in the range of nanofiltration.
As the name suggests, these membranes are used to separate
materials on the order of nanometers. These membranes are not
usually rated based on their pore size because the pores are very
small and difficult to measure accurately. Instead they are rated
based on the approximate molecular weight of the components that
they reject or the % of salts that they can remove from a stream.
These membranes are used predominately for wastewater treatment
but they are also used to concentrate material that has a wide
range of particle sizes.
Ultrafiltration Membranes
Conventional ultrafiltration
membranes are composed of some type of polymer material with pores
ranging from a little less than 0.01 µm to 0.1 µm. These
membranes are used for many different separations including oily
wastewater treatment, protein concentration, colloidal silica
concentration and for the treatment of various wastewaters in the
Pulp & Paper Industry.
Microfiltration Membranes
These membranes tend to be porous,
with pores greater than 0.1µm. These types of membranes are used
to separate larger particulate matter from a liquid phase.
Some examples would be coarse minerals or paint particles, which
need to be concentrated from an aqueous solution. Oily wastewater
oil/water separation covers a broad spectrum of industrial process
operations. There are many techniques employed depending on the
situation.
This case study illustrates those
separations, which are suited to the VSEP membrane technology. The
oily wastewater application can be broken down into categories
determined by the type of user and the oil/ water separation
desired.
Types of Oily Wastewater customers:
- Barge/Bilge Water from marine
operations
- Manufacturing where oily water
is a waste product
- Waste Haulers & recyclers
There is a saying: "Oil and
Water don't mix". This is true, but they can exist as an
emulsion. Oil is not soluble in water but it can exist evenly
dispersed as globules in water. The concentration of these
globules is a function of mixing or stirring. If allowed to stand
the emulsion will separate because oil is lighter than water,
although, some amount of oil globules will remain in the water.
Another interesting fact is that
this emulsion can exist two ways. If the concentration of oil is
less than 50%, the water will be the suspension fluid and the oil
will be the globule. A phase transition occurs if the oil content
is more than 50%. When this happens, the oil is the suspension
fluid and the water forms globules. For this reason, hydrophilic
membrane separations will be possible only when the oil content is
less than 50%.
Commercial Uses
Sometimes mixing of oil and water
is intentional and some times it is an unavoidable necessity. The
following are instances of oil water mixtures:
- Produced Water: Water is
injected into drilling shafts to displace oil.
- Barge/Bilge Water: Wash down
cleaning operations contaminated by oil.
- Machining Coolant: Oil mixed
with water acts as a lubricant to reduce tool wear.
- Washwater with Degreaser: Fluid
used for cleaning oily or greasy parts.
- Lubricant Manufacturing
Wastewater
Methods used for Oil Water
Separation
- Centrifuge
- Rotary Drum Vacuum Filter
- Dissolved Air Flotation (DAF)
- Slope Plate Clarifiers
- Biological Treatment
- Evaporators
- Gravity Separating Devices
- VSEP
Comparisons of Oil Water
Separation Technologies
Centrifuge: Uses large
horsepower motors and because of the number of moving parts is
subject to high maintenance. While centrifuges are effective at
removing suspended solids, they do not account for dissolved
solids and heavy metals in solution. The effluent from a
centrifuge would need further treatment prior to disposal.
Rotary Drum Vacuum Filter:
Quite effective at rejecting large solids. Sometimes filtrate must
be sent back around to get all of the smaller particles. Usually
employs coarse filtration. Vacuum filters require large floor
areas and have high capital costs
Dissolved Air Flotation (DAF):
Large tanks where air is bubbled into the bottom and with the use
of flocculants, solids are floated to the top and skimmed off. A
very large tank is required due to the residence time required.
Also chemical addition is a daily if not hourly process and is a
significant operating cost.
Slope Plate Clarifiers:
Cheap and easy to use. The process relies on gravity to drop out
heavy solids. Here again colloidal materials with small mass and
dissolved constituents do not settle. Sometimes it is used in
conjunction with flocculation chemicals. These chemicals have
limited effect in dropping out heavy metals, BOD, and COD.
Biological Treatment: This
process relies on biological activity to digest the solids in the
wastewater. The problem is that the system is extremely
temperature and pH sensitive. Also loading must be done at a set
rate. The operation of this kind of system usually requires a very
skilled operator. It also can take up a lot of floor space due to
the amount of residence time required for the bugs to digest the
materials.
Evaporators: Can reduce
wastewater to dry solids that can be landfilled. Of course water
re-use is not possible. Evaporators have very high capital costs
and consume huge amounts of energy even for the most efficient
models.
VSEP: Able to produce
drinking water quality filtrate from any wastewater. Extremely
energy efficient and the vertical design allows for a very small
footprint. Does not require pre-treatment or post-treatment for
that matter. Wide range of membranes available allows for precise
separations based on the process objectives. There is no chemical
addition required except for periodical membrane cleaning.

Suitability of VSEP for Oily
Wastewater
As
with other waste streams, volume reduction is the goal. Hauling
and disposal costs are king. Wastewaters normally have very strict
sewering rules and surcharges are attached to anything that is
sewered. Since oil is normally limited to 100 ppm, oily
wastewaters cannot be sewered and must be taken care of in other
ways. Oil can also not be landfilled as long as it is a liquid.
Therefore, disposal of oily wastewater is an expensive operation.
Table #1 shows a typical discharge
requirement for metals and oil. Volume reduction of the oily
wastewater will reduce the treatment costs to dispose of the
material. There are also many types of membrane solutions for oil
water separation. A common membrane device used is a tubular
membrane system. One common problem with Tubular Membrane Systems
is the permeate quality. VSEP can offer competitive installed
costs along with RO quality permeate requiring less post
treatment.
Concentration polarization is the
main limiting factor to membrane filtration with oily wastewaters.
Therefore the existence of a boundary layer of highly concentrated
oil and solids next to the membrane surface must be eliminated.
Spiral membranes employ crossflow
and fluid velocity to accomplish this. Tubular membranes use the
same technique with greater efficiency. None of these has the
degree of efficiency of the vibrating membrane surface of VSEP
which can use both high crossflow velocities as well as high
vibrational energy at the membrane surface which is oscillating
back and forth 55 times per second. Performance comparisons based
on GFD of permeate flow is difficult because there are so many
variables to consider.
Permeate flow rates will vary
depending on the initial concentration of oil and other materials
in the feed material as well as the % recovery which is being
achieved. Table #2 shows some typical production capable with VSEP.

Effects of Temperature
Temperature needs to be considered
with regard to design. Temperature can be used to increase
filtration performance. A stream that appears to be too expensive
to filter at 25°C may be well within the budget for a project at
40 or 50°C even though you have a cost associated with heating
the feed.
The reason is because increased
temperature decreases the viscosity of the liquid and enables the
material to flow through the membrane faster. It also makes it
possible to reach a higher endpoint solids because generally the
material remains more fluid at a higher temperature. As many
streams are water-based, the following table provides the
viscosity correction factors for water at various temperatures.
The following empirical relationships between viscosity and
temperature are based on measurements taken with viscometers
calibrated with water at 20°C.
0°C to 20°C
log10hT = ((1301)/(998.333+8.1855(T-20)+0.00585(T-20)2)-1.30233
20°C to 100°C
log10(hT/h20) = ((1.3272(20-T)-0.001053(T-20)2)/(T+105))
For example, if a
wastewater stream had a flux of 110 GFD at 25°C and you wanted to
know what the flux would be at 50°C then you could set up the
following ratio to give you an estimate based on the change in
viscosity.
(h @25°C)(Flux
@25°C) = (h@50°C)(Flux@50°C)
(0.8904)(110) = x(0.5468)
x = 179 GFD (@50°C)
These types of calculations can
also be completed for other materials given the viscosity versus
temperature relationships for the feed liquid. As seen in the
above example, doubling the temperature nearly doubles the flow
rate. The result of this is that it requires about half as much
equipment to do a filtration separation at 50ºC as it would at
25ºC. This means lower capital cost as well as lower operating
costs. The VSEP has been designed to withstand temperatures of up
to 150ºC
Volume Reduction
With oily wastewater, hauling for
disposal is the conventional method of remediation. Since hauling
costs can be very expensive, reducing the volume that needs to be
hauled can have a significant effect on operating costs. VSEP is
capable of volume reducing wastewaters by up to 98% leaving a
small amount to be hauled and clean water that can be sewered or
reused in the process.
The recovery ratio is the amount of
liquid, which is recovered as clean, permeate from the feed flow.
In other words, it is the ratio of liquid that passes through the
membrane versus what is fed to the membrane. This is usually a
critical factor for membrane filtration because for a product
dewatering or wastewater application, a person is generally
looking to remove as much of the water as possible.
Process Conditions
A process schematic for treatment
of a typical oily wastewater process using a VSEP system is
presented in Figure 1. When the residual oily wastewater has been
settled so that oil and water can separate naturally, the result
is a process effluent, at 1.5 to 2% by weight total solids (TS).
This process effluent is normally sent to a multi-train chemical
treatment step by a filter press or a dryer or an evaporator in
order to concentrate the solids to 60 to 65% by weight. As you can
see in the diagram, the addition of VSEP to concentrate the
process effluent improves the process efficiency. The permeate can
be reused in the process or discharged.

The oily wastewater is fed to the
VSEP treatment system at a rate of 44 gpm and a pressure of 250
psig. One industrial scale VSEP unit, with a nano-filtration
membrane is used to treat the process effluent. The produced
concentrated stream at a flow rate of 10 gpm and a solids
concentration of 10% TS is sent to a coalescer and stored for
hauling.
The VSEP generates a permeate
stream of about 34 gpm which is recycled to the process or
discharged to the sewer. The permeate concentration is reduced to
~ 1 mg/L of total suspended solids (TSS), and a low level of total
dissolved solids (TDS), all well below the design requirements for
process recycling or discharge. Membrane selection is based on
material compatibility, flux rates (capacity) and concentration
requirements. In this example, the TSS reduction is over 99% while
the oily waste is concentrated from a starting feed of 1.5-2% to a
final concentrate of 10% by weight. The permeate quality from the
VSEP can be controlled though laboratory selection of membrane
materials available to fit the application parameters.
Summary
Successful pilot tests have been
conducted for many kinds of oily wastewater treatment. Depending
on process temperatures, membrane selection and the requirement
for solids concentration or BOD/COD removal for effluent streams,
the permeate flux rate in the VSEP can range from 15 to over 150
gallons per day per square foot.
New Logic Research has supplied
VSEP separation technology successfully into many industrial
processes. Manufacturing plants' as well as the oil waste hauling
industries' efforts to meet environmental regulations will be
enhanced with the utilization of membrane filtration combined with
"Vibratory Shear Enhanced Processing". The availability
of new membrane materials and VSEP technology make it possible to
treat the more difficult streams with very successful, economic
results.
For more information contact our
author:
- Mr. Greg Johnson
New Logic Research Inc.
1295 Sixty Seventh Street
Emeryville, CA 94608
Phone: 510-655-7305
Fax: 510-655-7307
E-mail: gjohnson@vsep.com
Web site: http://www.vsep.com/
Help others by posting
your comments, suggestions and experiences with water or
wastewater treatment or any other concerns you may have on
our On-Line Help Forum. For
past Ask Tom! Articles, visit the Ask Tom!
Archive.
Guest articles for the
Ask Tom! Column are always welcome, for more information please
contact Tom Keenan directly at his email address: info@nesa.ie
|