REVERSE OSMOSIS: TECHNICAL DISCUSSION
To understand Reverse Osmosis, one must begin by understanding the
process of osmosis, which occurs in nature. In living things, osmosis is
frequently seen. The component parts include a pure or relatively pure
water solution and a saline or contaminated water solution, separated by a
semi-permeable membrane, and a container or transport mechanism of some
type.
The semi-permeable membrane is so designated
because it permits certain elements to pass through, while blocking
others. The elements that pass through include water, usually smaller
molecules of dissolved solids, and most gases. The dissolved solids are
usually further restricted based on their respective electrical charge.
In osmosis, naturally occurring in living things, the pure solution
passes through the membrane until the osmotic pressure becomes equalized,
at which point osmosis ceases. The osmotic pressure is defined as the
pressure differential required to stop osmosis from occurring. This
pressure differential is determined by the total dissolved solids content
of the saline solution or contaminated solution on one side of the
membrane. The higher the content of dissolved solids, the higher the
osmotic pressure. Each element that may be dissolved in the solution
contributes to the osmotic pressure, in that the molecular weight of the
element affects the osmotic pressure. Generally, higher molecular weights
result in higher osmotic pressures. Hence the formula for calculating
osmotic pressure is very complex. However, approximate osmotic pressures
are usually sufficient to design a system. Common tap water as found in
most Western lands may have an osmotic pressure of about 10 PSI (Pounds
per Square Inch), or about 1.68 Bar. Seawater at 36,000 PPM typically has
an osmotic pressure of about 376 PSI (26.75 Bar).
Thus, to reach the point at which osmosis stops for tapwater, a
pressure of 10 PSI would have to be applied to the saline solution, and to
stop osmosis in seawater, a pressure of 376 PSI would have to be applied
to the seawater side of the membrane.
Several decades ago, U.S. Government scientists had the idea that the
principles of osmosis could be harnessed to purify water from various
sources, including brackish water and seawater. In order to transform this
process into one that purifies water, osmosis would have to be reversed,
and suitable synthetic membrane materials would have to be developed.
Additionally, ways of configuring the membranes would have to be
engineered to handle a continuous flow of raw and processed water without
clogging or scaling the membrane material.
These ideas were crystallized, and fueled by
U.S. Government funding, usable membrane materials and designs resulted.
One of the membrane designs was the spiral wound membrane element. This
design enabled the engineers to construct a membrane element that could
contain a generous amount of membrane area in a small package, and to
permit the flow of raw water to pass along the length of the membrane.
This permits flows and pressures to be developed to the point that ample
processed or purified water is produced, while keeping the membrane
surface relatively free from particulate, colloidal, bacteriological or
mineralogical fouling. The design features a perforated tube in the center
of the element, called the product or permeate tube, and wound around this
tube are one or more "envelopes" of membrane material, opening at the
permeate tube. Each envelope is sealed at the incoming and exiting edge.
Thus when water penetrates or permeates though the membrane, it travels,
aided by a fine mesh called the permeate channel, around the spiral and
collects in the permeate tube. The permeate or product water is collected
from the end of each membrane element, and becomes the product or result
of the purification process.
Meanwhile, as the raw water flows along the "brine channel"
or coarse medium provided to facilitate good flow characteristics, it gets
more and more concentrated. This concentrated raw water is called the
reject stream or concentrate stream. It may also be called brine if it is
coming from a salt water source. The concentrate, when sufficient flows
are maintained, serves to carry away the impurities removed by the
membrane, thus keeping the membrane surface clean and functional. This is
important, as buildup on the membrane surface, called fouling, impedes or
even prevents the purification process.
The membrane material itself is a special thin film
composite (TFC) polyamide material, cast in a microscopically thin layer
on another, thicker cast layer of Polysulfone, called the microporous
support layer. The microporous support layer is cast on sheets of
paper-like material that are made from synthetic fibers such as polyester,
and manufactured to the required tolerances. Each sheet of membrane
material is inspected at special light tables to ensure the quality of the
membrane coating, before being assembled into the spiral wound element
design.
To achieve Reverse Osmosis, the osmotic pressure must be
exceeded, and to produce a reasonable amount of purified water, the
osmotic pressure is generally doubled. Thus with seawater osmotic pressure
of 376 PSI, a typical system operating pressure is about 800 PSI. Factors
that affect the pressure required include raw water temperature, raw water
TDS (Total Dissolved Solids), membrane age, and membrane fouling.

The affect of temperature is that with higher temperatures,
the salt passage increases, flux (permeate flow) increases, and operating
pressure required is lower. With lower temperatures, the inverse occurs,
in that salt passage decreases (reducing the TDS in the permeate or
product water), while operating pressures increase. Or if operating
pressures do not increase, then the amount of permeate or product water is
reduced. In general, Reverse Osmosis (R/O) systems are designed for raw
water temperatures of 25° C (77° F). Higher temperatures or lower temperatures can be
accommodated with appropriate adjustments in the system design.
Membranes are available in "standard rejection" or "high rejection"
models for seawater and brackish water. The rejection rate is the
percentage of dissolved solids rejected, or prevented from passing through
the membrane. For example, a membrane with a rejection rate of 99%
(usually based on Na (Sodium)) will allow only 1% of the concentration of
dissolved solids to pass through into the permeate. Hence product water
from a source containing 10,000 PPM would have 100 PPM remaining. Of
course, as the raw water is processed, the concentrations of TDS increase
as it passes along the membrane’s length, and usually multiple membranes
are employed, with each membrane in series seeing progressively higher
dissolved solids levels. Typically, starting with seawater of 36,000 PPM,
standard rejection membranes produce permeate below 500 PPM, while high
rejection membranes under the same conditions produce drinking water TDS
of below 300 PPM. There are many considerations when designing R/O systems
that competent engineers are aware of. These include optimum flows and
pressures, optimum recovery rates (the percentage of permeate from a given
stream of raw water), prefiltration and other pretreatment considerations,
and so forth.
Membrane systems in general cannot handle the typical load of
particulate contaminants without prefiltration. Often, well designed
systems employ multiple stages of prefiltration, tailored to the
application, including multi-media filtration and one or more stages of
cartridge filtration. Usually the last stage would be 5m or smaller, to provide sufficient protection for the
membranes.
R/O systems typically have the following components: A supply pump or
pressurized raw water supply, prefiltration in one or more stages,
chemical injection of one or more pretreatment agents may be added, a
pressure pump suited to the application, sized and driven appropriately
for the flow and pressure required, a membrane array including one or more
membranes installed in one or more pressure tubes (also called pressure
vessels, R/O pressure vessels, or similar), various gauges and flow
meters, a pressure regulating valve, relief valve(s) and/or safety
pressure switches, and possibly some form of post treatment. Post
treatment should usually include a form of sterilization such as Chlorine,
Bromine, Ultra-Violet (U-V), or Ozone. Other types of post treatment may
include carbon filters, pH adjustment, or mineral injection for some
applications.
Some very low cost R/O systems may dispense with most of the controls
and instruments. However, systems installed in critical applications
should be equipped with a permeate or product flow meter, a reject,
concentrate or brine flow meter, multiple pressure gauges to indicate the
pressure before and after each filtration device and the system operation
pressure in the membrane loop, preferably both before and after the
membrane array. Another feature found in better systems is a provision to
clean the membranes in place, commonly known as a "Clean In Place" (CIP)
system. Such a system may be built right into the R/O system or may be
provided as an attachment for use as required.
Reverse Osmosis has proved to be the most reliable and cost effective
method of desalinating water, and hence its use has become more and more
widespread. Energy consumption is usually some 70% less than for
comparable evaporation technologies. Advancements have been made in
membrane technology, resulting in stable, long lived membrane elements.
Component parts have been improved as well, reducing maintenance and down
time. Additional advancements in pretreatment have been made in recent
years, further extending membrane life and improving performance. Reverse
Osmosis delivers product water or permeate having essentially the same
temperature as the raw water source (an increase of 1° C or 1.8° F may occur due to
pumping and friction in the piping). This is more desirable than the hot
water produced by evaporation technologies. R/O Systems can be designed to
deliver virtually any required product water quality. For these and other
reasons, R/O is usually the preferred method of desalination today.
Glossary of Water Treatment & R/O Terms