Clifton Water District
Clifton Water District

Water Treatment Process


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:


SCREENING - This step removes any large debris floating down the river from entering the pumping station or canal intake structure and causing equipment damage.  

CHEMICAL PRETREATMENT - Part of the chemicals added at this step are oxidizers, which destroys (oxidizes) algae and other organisms that cause taste and odor, or color problems. Another chemical (Aluminum Sulfate), known as a coagulant, is added to the raw water and mixed well. The water then flows through underground pipes to one of two 4MG retention ponds.  The coagulant chemicals do not stay in the water; instead, they cause contaminants such as mud and algae to cling to them forming larger particles. These settle to the bottom of the retention ponds and are periodically removed mechanically.  Mechanical means usually involve draining the retention pond, and using a front-end loader to excavate the approximately 7' to 9' of sediment which has accumulated annually.  These chemicals also help to reduce the amount of Iron and Manganese that naturally occurs in surface-waters.

The partially treated river water then enters the water treatment plant through a flow meter. This provides the plant operations personnel with the total amount of water being treated daily.

Then the major water treatment process begins. The following is a description of the steps used in the process of clarifying and disinfection water for public use.

DISINFECT ION - This step is used to kill the organisms in the water that may cause disease in humans (pathogens). This is accomplished by the addition of chlorine gas to the partially treated water. This step will be repeated at the end of all other treatment sequences to assure the destruction of these organisms.

COAGULATION - Additional Aluminum Sulfate (Alum) is added to the water entering the plant. The water is mixed, rapidly at first, and then gradually more slowly as the water continues through this process. The reaction of the chemically treated water to the mixing causes the smaller, lighter-weight particles to clump together (coagulate) into much larger (heavier) particles.

FLOCCULATION - The larger particles continue to combine (flocculate) into much larger and heavier particles. These particles become too heavy to float and begin to sink (settle).

SEDIMENTATION - In this step the water enters several large tanks. These tanks are deep and long, and allow the water to move very slowly. This slow moving water allows the large, heavy particles time to settle to the bottom.

FILTRATION - At the end of the Flocculation / Sedimentation steps, only the top 1" to 2" of surface water is skimmed off to go on to the Filtration stage.  The settled (clarified) water then continues to this step. The water is filtered through a thick bed of sand and charcoal. Particles not removed in the previous steps will be removed here.

STABILIZATION - This step aids in the reduction of pipe corrosion and scale build up problems in the water service piping system. The pH of the water is adjusted upward to just above neutral by the addition of lime. Also, a corrosion control agent is added to reduce the corrosive tendency of the water.

FLUORIDATION - To help strengthen tooth enamel and aid in the fight against tooth decay, a small amount of fluoride is added to the water. The fluoride added is in the amount of one part fluoride per million parts of water.

DISINFECT ION - This is the final step in the treatment process.  Disinfection, again with chlorine gas is the most vital process because it kills the organisms that might have escaped the previous processes and assures us that our water is safe to drink.

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.

(click image to enlarge)
Typical Treatment Plant Process

 

What sets us apart from everybody else?

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.

(click image to enlarge)

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.

What Is Reverse Osmosis?

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.

Original Case Study - Clifton Water District


Clifton Installation Water Room

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.

Clifton Installation RO Skid

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.

 

A comparative analysis of water quality before and after NF treatment shows remarkable improvement in purity.

 

Explore the capabilities of nanofiltration and ultrafiltration

Filters have similar looks, different applications
By: Inge Bisconer
Presented at: Water Technology
Date presented: 01 Mar 1998

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.

Comparative rejection values
Species RO Loose RO NF UF
Sodium Chloride, NaCl 99% 70-95% 0-50%* 0%
Sodium Sulfate, Na2SO4 99% 80-95% 99% 0%
Calcium Chloride, CaCl2 99% 80-95% 0-60% 0%
Magnesium Sulfate, MgSO4 >99% 95-98% >99% 0%
Sulfuric Acid, H2SO4 98% 80-90% 0% 0%
Hydrochloric Acid, HCl 90% 70-85% 0% 0%
Fructose, MW 180 >99% >99% >99% 0%
Sucrose, MW 360 >99% >99% >99% 0%
Humic Acid >99% >99% >99% 0%
Viruses 99.99% 99.99% 99.99% 99%
Proteins 99.99% 99.99% 99.99% 99%
Bacteria 99.99% 99.99% 99.99% 99%
* 0 percent rejection is valid for a 30,000 parts per million (ppm) solution in mixtures with other icons.  The rejection for a pure 30,000 ppm solution of the ion in question is in the 5 percent to 15 percent range.  The higher rejection figure is valid for dilute solutions and the actual rejection may vary from 15 percent and up depending on the composition of the feed and the membrane characteristics.   A loose RO membrane reject salts, which generally fall in the range between 70 and 98 percent, with the lowest rejections for salts dissolving into ions with only one charge and the highest rejection for salts that dissolve into on eor more ions with two or more charges.  A standard RO membrane will generally reject 99 percent or more of dissolved salts.

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:

  • Seawater desalination. One of the major obstacles to efficiently desalting seawater is the tendency for RO membranes to become fouled with silt and organics. UF can remove these fouling constituents before the water reaches the RO membrane, reducing fouling and increasing efficiency.
  • Sugar industry. NF and UF membranes are routinely used to concentrate sugar and clarify sugar streams in the sugar industry. NF typically is used where traditional heat concentration processes are undesirable or inefficient. NF membranes consistently separate sugars of a specific molecular weight and remove 60 percent of the water, concentrating raw sugar juice from 12 to 30 Brix, a scale that measures the weight of sugar in solution.

UF membrane’s sharp molecular weight cut-off capabilities are used to clarify sugar streams. Color, tannins and other undesirable organic components are preferentially rejected while sugar molecules are allowed to pass.

  • Dairy industry. Some of the most successful membrane applications are in the dairy industry where the production of whey, a protein by-product of cheese making, creates a pollution and disposal problem. Although whey consists of high-quality protein and lactose, the high ratio of lactose to protein and the low solids content make it unusable as is. In modern cheese-making facilities, UF, NF and RO are used to render liquid cheese whey into whey protein powder, concentrated lactose and reusable water.   Typically, whey is first treated with UF to reject and concentrate the protein fraction, from which protein power is then produced. The UF permeate containing the lactose and salts is then nanofiltered to concentrate the lactose and pass most of the salts. Finally, the NF permeate (salty water) is then desalinized by RO for reuse in the dairy operation.
  • Textile industry. The textile industry uses valuable dyes, which are clearly visible if discharged into public waterways. In addition, these dyes have been shown to be trihalomethane (THM) precursors possessing carcinogenic properties. Thus, their disposal creates both an aesthetic and environmental wastewater problem. At the same time, the textile industry continually seeks to conserve water and would economically benefit from dye recovery. NF membranes address all these issues. First, textile dyes are rejected, recovered and reused. Second, waterway pollution is avoided. And third, reusable water is produced.

The textile industry also uses synthetic sizing agents, which are expensive and non-biodegradable and pose significant waste treatment problems. Ultrafiltration membranes are used to recover and reuse these agents, avoiding expensive chemical and waste treatment costs.  NF and UF membrane technologies continue to meet customer demands on a daily basis. Be aware of their subtle differences and take advantage of their separation capabilities in the components you sell, the equipment you build and the systems you design.

Inge Bisconer is Marketing Communications Manager for Osmonics Desal, Vista, CA.

References:

  1. Bjarne N. Nicolaisen, Nanofiltration: Where Does it Belong in the Larger Picture? Desalination Systems Inc., Product Technical Bulletin, December 1994.
  2. Lee F. Comb, Advances in Membrane Technology for Beverage Water Treatment, Osmonics, Inc., 1993.
  3. Munir Cheryan, Ultrafiltration Handbook, Technomic Publishing Co., 1986.

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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