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Water Treatment Process |
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There are various water treatment methods available for making water safe to drink, or potable. The available processes used depend upon the characteristics, and source, of the raw, or untreated, water. The raw water that is to be treated comes from either ground-water sources (wells or springs) or surface-water sources (rivers or lakes). Surface-water sources require more extensive treatment due to the effects of rainfall and runoff. In rivers, runoff from rains cause small particles of solids to mix with the river water. This causes the river to appear "muddy" or turbid. These small particles must be removed and the water disinfected to make it fit for human consumption. Clifton Water District takes all of it's raw water from the Colorado River. The following processes are used for the treatment of surface-water source in the order in which they occur at our water treatment facilities. There are two preliminary treatment steps in the Conventional process used to remove materials that may cause damage to the plant equipment or that cause problems in the major treatment process. The raw water goes through these steps prior to entering the water treatment facility: |
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After the final disinfection step, the water is ready to be pumped to you, the customer. When the above steps are performed correctly the process of producing a safe, high quality potable water is complete. |
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(click image to enlarge)Typical Treatment Plant Process
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What sets us apart from everybody else? |
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The
hardness and quality of the water is directly dependent upon what
is carried into the river by storm run-off and irrigation.
Here in the Grand Valley, the Colorado River is directly effected
by storms in Vail, Glenwood, and Collbran, as well as irrigation
in Rifle, Debeque, and Palisade. The quality of our river,
and therefore our raw water supply, changes all the time. It
is the same with all surface waters within the US, and around the
world.
At a point in the conventional process above, between Stabilization and Fluoridation, Clifton Water District redirects a portion of the treated water through an additional step, through a process known as Nanofiltration - Reverse Osmosis. The chart below shows a comparrison between membrane pore size, and particle size. Nanofiltration refers to the pore size of the membranes that we utilize. This process allows us to remove an additional amount of particles that cannot be removed in the conventional process, creating a much "softer" water. |
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(click image to enlarge) |
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This
"softened" water is then pumped into a 1 million gallon
blend tank here at our plant, and mixed with some of the
previously treated water. By continually monitoring the
hardness of the raw water coming out of the Colorado River, and
then adjusting this ratio of RO water to Conventional water, it
allows Clifton Water to provide a continuously consistent product
to you, our customer. By adding more (or less) of the RO
water, depending upon (or in spite of) what is coming into the River
from upstream, we can provide the same quality of water Winter,
Spring, Summer or Fall.
No other water provider in the Valley can say this, nor many in the world, for that matter. Clifton Water District, is therefore, very unique in the arena of Public Water Utilities. |
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What Is Reverse Osmosis? |
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Reverse osmosis, also known as hyperfiltration, is the finest filtration known. This process will allow the removal of particles as small as ions from a solution. Reverse osmosis is used to purify water and remove salts and other impurities in order to improve the color, taste or properties of the fluid. It can be used to purify fluids such as ethanol and glycol, which will pass through the reverse osmosis membrane, while rejecting other ions and contaminants from passing. The most common use for reverse osmosis is in purifying water. It is used to produce water that meets the most demanding specifications that are currently in place. Reverse osmosis uses a membrane that is semi-permeable, allowing the fluid that is being purified to pass through it, while rejecting the contaminants that remain. Most reverse osmosis technology uses a process known as crossflow to allow the membrane to continually clean itself. As some of the fluid passes through the membrane the rest continues downstream, sweeping the rejected species away from the membrane. As an example, say for every gallon of water that is pumped into the membrane housing, 2/3 will pass through the membrane to become usable water, and the remaining 1/3 will continue along the exterior of the membrane carrying the contaminants with it. The reason that all of the water does not flow through the membrane is it is moving very fast at a high pressure (about 160 psi), and the pores in the filter are very tiny. If the water were slowed down, then more of the water would pass through the membrane, but without enough water flowing along the outside of the membrane, they would foul (the pores would get plugged). The process of reverse osmosis requires a driving force to push the fluid through the membrane, and the most common force is pressure from a pump. The higher the pressure, the larger the driving force. As the concentration of the fluid being rejected increases, the driving force required to continue concentrating the fluid increases. Reverse osmosis is capable of rejecting bacteria, salts, sugars, proteins, particles, dyes, and other constituents that have a molecular weight of greater than 150-250 daltons. The separation of ions with reverse osmosis is aided by charged particles. This means that dissolved ions that carry a charge, such as salts, are more likely to be rejected by the membrane than those that are not charged, such as organics. The larger the charge and the larger the particle, the more likely it will be rejected. |
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Original Case Study - Clifton Water District |
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Situated along the Colorado River just east of Grand Junction, Colorado,
the Clifton Water District treats and distributes river water to
approximately 30,000 customers in the city of Clifton and outlaying areas.
Due to seasonal variations, the amount of total dissolved solids (TDS) in
the water varies throughout the year, with the lowest concentration
occurring during spring run-off and the highest during the winter months.
In December, when the volumetric flow of the Colorado River is at its
lowest, the TDS concentration is typically between 700 – 800 mg/l. For
many years, in an effort to maintain 400 – 500 mg/l TDS in distributed
water, the Clifton Water District was compelled to purchase water from
Grand Junction during the winter. Additionally, the seasonal fluctuation
in water quality exceeded recommended National Secondary Drinking Water
Regulation (NSDWR) sulfate and TDS levels, resulting in customer
complaints regarding the aesthetics of the drinking water. So, in 1996,
the Clifton Water District sought a long term, economical solution to
purify its water supply, a search that led them to Osmonics.
While the Clifton Water District originally considered four solutions—ion exchange, lime/soda ash softeners, developing an alternative water supply and membrane technology—only the latter two proved economical. However, securing an alternative water source was to be both geographically and financially challenging. Meanwhile, membrane technology proved to be the most cost effective solution. Effective in lowering TDS and hardness concentrations while also producing highly filtered water as an added benefit, membrane technology clearly became Clifton Water District’s most desirable choice. The Charles A. Strain Water Treatment Plant opened in September 1957. Featuring a 12 MGD-capacity blended water treatment system which relies on a 2.4 MGD NF system to meet water quality requirements. The plant consists of four skids in parallel, each having two multimedia filters in parallel followed by cartridge filters. The purification process begins by pumping water from a clearwell to a multimedia filter consisting of six layers of four different materials—anthracite, manganese, greensand, gravel and garnet. It then flows to the nanofiltration unit, where the water is injected with sodium bisulfate, sulfuric acid and antiscalant before passing through the cartridge filters to provide added filtration of suspended solids for the nanofiltration membranes. The product water is then blended with conventionally treated water. |
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Clifton Installation RO Skid |
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Tests showed that the Clifton Water District’s nanofiltration plant now generates cleaner, healthier, aesthetically pleasing water. By significantly lowering total hardness by 80%, sulfate by 98%, TDS by 50%, TTHMP by 95%, HAAP by 99%, and total particle concentration by 97%, the new nanofiltration system produces a water supply that is now compliant with both the NSDWR and Primary Drinking Water Standards. The Clifton Water District initially estimated that the new nanofiltration treatment plant would cost approximately $4.5 million. Close cooperation with Osmonics lowered expenses by approximately $1 million. Ironically, during the winter of 1997 – 1998, the Clifton Water District did not purchase water from Grand Junction but instead sold water to it.
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A comparative analysis of water quality before and after NF treatment
shows remarkable improvement in purity.
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Explore the capabilities of nanofiltration and ultrafiltration |
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Filters have
similar looks, different applications Even if you’re an expert in reverse osmosis (RO) membrane technology, you may be overlooking some applications using often neglected cousins of RO: nanofiltration (NF) and ultrafiltration (UF). Although virtually identical in looks to RO membranes, NF and UF membranes serve distinctly different separation functions. Dramatic levels of resource recovery, efficiency improvement and pollution prevention are compelling incentives for the industry to continue to use NF and UF. Membrane separation technology removes substances ranging in size from ionic to molecular. These substances are so small they typically are measured in Angstroms (1 Angstrom = one 10 billionth of a meter) or molecular weight (MW). Membranes have been developed with mass transfer properties and pore sizes such that ionic, molecular and organic substances measuring between 1 and 1000 Angstroms (MW between 100 and 500,000) are removed or rejected. A key difference between each membrane type is in the size of the pores. RO membrane pores are the smallest, measuring between 1 to 15 Angstroms.
While each of the four membrane types have similarities, they each perform very different functions in varying applications. In general, RO and NF membranes are capable of separating substances as small as ions from feed streams while UF and microfiltration (MF) membranes typically separate larger molecules. All four membrane types allow water to pass. For example, RO membranes typically reject most of the ionic and organic species from the feed stream, allowing only water to pass. NF membranes are usually used to reject high percentages of multivalent ions and divalent cations while allowing monovalent ions to pass. UF and MF membranes reject molecules on the basis of size. UF membranes retain particles larger than about 15 to 200 Angstroms and MF membranes retain particles from about 200 to 1000 Angstroms. UF and MF membranes are typically rated in terms of pore size, or porosity, while RO and NF membranes are rated by terms of percent salt rejection and flow. Nanofiltration is not loose RO Nanofiltration often has been wrongly categorized as a "loose RO" membrane. The differences are subtle, but distinct. Most notable is NF’s ability to reject only ions with more than one negative charge, such as sulfate or phosphate, while passing single charged ions. Another distinctive feature is its ability to reject uncharged, dissolved materials and positively charged ions according to the size and shape of the molecule in question. Finally, the rejection of sodium chloride with NF varies from 0 to 50 percent, according to the feed concentration. Although these differences may appear insignificant, they have far reaching implications in many applications. In contrast, "loose RO" is an RO membrane with reduced salt rejection. This effect has proven desirable for a number of applications where moderate salt removal is acceptable since operating pressures and power consumption are significantly lowered. So, in exchange for less than complete salt removal, costs are reduced. The table lists some comparative rejection values for four types of membranes. RO rejects almost every contaminant listed; "loose RO" rejects salts to a lesser degree, but other contaminants well; NF passes salts with only one negative charge, but rejects more than one negative charge; and UF rejects only those molecules with a large enough molecular weight (humic acid or larger) while passing others. Industry applications The following are a few examples of applications where NF and UF have been used successfully:
Inge Bisconer is Marketing Communications Manager for Osmonics Desal, Vista, CA. References:
Reprinted with permission from Water Technology. For more information, contact Editor, Water Technology, 13 Century Hill Drive, Latham. NY 12110; (512)783-1281
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