Brominated Resins   Water Quality Products July 2003   Ken Korslin, CWS-III, Pentair Water Treatment, Plymouth Products Division
In 1957 The Dow Chemical Corp. addressed the negatives of using bromine by creating a brominated ion exchange resin, which opened up the use of bromine in offshore water treatment applications.2 Today, polybromide resin is used in many offshore water treatment systems. The fact that bromine can be added to water that previously has been chlorinated makes polybromide resin a practical solution to accommodate the multiple sources of water in offshore applications.
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Chemical Tank Cleaning Eliminates Town's Chlorine Demand   Water & Wastes Digest May 2003   Ulrich Reimann-Philipp, Ph.D.
Finished water quality often declines in storage facilities. Traditional tank cleaning methods have some effect in removing loose debris and sediment, but leave most of the scale, metal oxide deposits and biological growth in place. Chemical cleaning methods have been widely applied in Europe for years and have become an essential part of preserving water quality in systems which operate with minimal or no chlorine.

Chlorine Residual Boosting in Distribution Water: Problems with Chlorine Application and Disinfection Byproducts - Part 2   Water Engineering & Management May 2003   Shin-ichi Tokuno
Part one of this article covered breakpoint chlorination and discussed the stability of chlorine, chloramine and Cl:NH3 after chlorination.
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Chlorination: The Love/Hate Relationship   Water Engineering & Management April 2003   Bill Swichtenberg
Disinfection with chlorine is very popular in water and wastewater treatment because of its low cost, ability to form a residual and its effectiveness at small doses. However, some organisms that cause disease are resistant to chlorine treatment. Many utilities now are using multi-barrier approaches to disinfection.
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Chlorine Residual Boosting in Distribution Water: Problems with Chlorine Application and Disinfection Byproducts - Part 1   Water Engineering & Management April 2003   Shin-ichi Tokuno
Previous research on the boosting of chlorine residual1 included how to increase low levels of chlorine disinfectants (free and combined chlorine) in the distribution system. Simple bench tests using a pocket photometer showed that there are no problems in boosting the low level of chlorine residual when boosting the same disinfectant to the water (e.g., free chlorine to free chlorine, or chloramine to chloramine). In the boosted chlorine residual, there is no significant instability in decay or dissipation during the time needed (72 hours) after boosting for the small utility distributors.

Disinfection Part 2: Is Chlorine Still the Answer?   Water Quality Products January 2003   Joanne Funyak, PPG Industries
Alternatives to the use of chlorine have received increased interest since concerns over the formation of disinfection byproducts (DBPs) have emerged. However, most of these alternatives (i.e., chloramine, chlorine dioxide and ozone) also produce DBPs. Chlorine still is the most common drinking water disinfectant used today and the one we have the most information about. On balance, the health risks of not chlorinating water appear to be greater than risks associated with DBPs.
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Situation Normal During a UV Disinfection Retrofit   Water Engineering & Management November 2002   Brian M. Balchunas, P.E., and Lawrence H. Hentz, P.E., D.E.E.
At the Patuxent Water Reclamation Facility in Anne Arundel County, Md., a carefully considered construction sequence will keep the facility in operation during its retrofit from chlorine to UV disinfection. Construction started in June 2002 and is expected to be complete by summer 2003.
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Evaluation of a Chlorine Dioxide Secondary Disinfection System   Water Engineering & Management November 2002   Frank P. Sidari III and Jeanne VanBriesen, Ph.D.
Chlorine dioxide is not a new technology for public drinking water facilities or pulp and paper producers, but its use as a secondary treatment system for small-scale applications is new. Beyond the chemistry and microbiology, potential small-scale operators want answers to a few simple questions: Should I use it? How does it work? What extra work is it going to make for me?
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Impact of Mixing Chlorine and Chlorine Dioxide on Total Trihalomethane Formation - Part 2   Water Engineering & Management September 2002   Douglas Rittmann, Ph.D., P.E.
Part 1 described the search for more potent disinfection technologies and began the discussion of the laboratory studies.
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Impact of Mixing Chlorine and Chlorine Dioxide on Total Trihalomethane Formation - Part 1   Water Engineering & Management August 2002   Douglas Rittmann, Ph.D., P.E., and Anthony Tarquin, Ph.D., P.E.
Two rules in 1986 amendments to the Safe Drinking Water Act are challenging many water utilities to meet stricter water quality requirements. The Surface Water Treatment Rule (SWTR)2 and the Disinfection?Disinfection By-Products (D-DBP) Rule3, are requiring utilities to implement more advanced technologies in water treatment. The Surface Water Treatment Rule emphasizes the need for utilities to meet minimum levels of disinfection for surface waters, whereas the Disinfection/Disinfection By-Products Rule limits the disinfectant byproducts. Therefore, utilities will have to implement a treatment approach that balances the benefits of disinfection against disinfection byproducts.
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Automated Chlorine Control Brings Precision to Water Reclamation Operation   Water Engineering & Management May 2002   By Steve Kobler
Using reclaimed water for non-potable purposes as a means of conserving potable water supplies is the most prevalent method of water reuse in the United States today. One of the significant challenges for water reclamation facilities is to keep up with the demands for safe, compliant chlorine (Cl2) treatment. One utility that is effectively meeting this challenge is Southern California’s Otay Water District.

Chlorination and Its Alternatives   Water Quality Products March 2002   By Anne Penkal and Nadia Abboud, Severn Trent Services, Inc.
Purification of drinking water containing microbiological contamination requires some form of disinfection treatment to kill or render microbiological organisms harmless. Of the available disinfection treatment methods for private water systems, chlorination in the most commonly used.

Chlorine Taste in the Customer’s Drinking Water?   Water Quality Products March 2002   By Ron Grage, Chlorinators Incorporated
Chlorine produces bacteria-free water and eliminates algae and slime. It also removes hydrogen sulfide from ground water (wells and springs) and eliminates iron bacteria (cenothrix), which are associated with objectionable odor and taste. Despite these important facts, some people still object to chlorine in their drinking water. Comments such as “I don’t like the way chlorine makes my water taste” are common.

Chlorine Residual Boosting in Distribution Water   Water Engineering & Management January 2002   Shin-ichi Tokuno
When it comes to the methods to increase, or boost, the low level of disinfectant in distribution water, information is scarce
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Water and Air UV Treatment   Water Quality Products November 2001   By Bak Srikanth, Aquafine Corp., and David Witham, UltraViolet Devices, Inc.
UV is an accepted and rapidly growing technology for treating wastewater in the United States. In Europe, it commonly is used as a primary disinfectant in municipal drinking water systems. Other applications include food and beverage, pharmaceutical, semiconductor and power generation. This article will discuss three other commercially successful and growing applications.
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Gas Chlorine Education   Water Quality Products September 2001   The Gas Chlorine Education Committee
The Gas Chlorine Education Committee announced the launch of an industry-wide campaign entitled, "Gas Chlorine: The One and Only Choice for Water Disinfection."
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Carbon Block Manufacturing   Water Quality Products June 2001   Michael D, Steinhardt, US Filter
Carbon block is used in a wide variety of applications and performs a wider range of filtration tasks than other products. How carbon block is engineered will determine its use.
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Oxidizing Arsenic III to Arsenic V for Better Removal   Water Quality Products March 2001   Dr. Dennis Clifford and Ganesh Ghurye, University of Houston
On June 22, 2000, the U.S. Environmental Protection Agency (EPA) proposed lowering the maximum contaminant level (MCL) for arsenic from 50 down to 5 micrograms/L (Federal Register, 2000).
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Water Softening   Water Quality Products January 2001   Nancy Lucas, Cargill Salt
Among the many challenges water softening dealers face, one of most difficult can be the presence of iron in a customer’s water supply, particularly in areas where iron content is high. Iron can be a challenge to identify, let alone to recommend an effective and efficient treatment.

Manganese & Iron   Water Quality Products December 2000   Glenn Gruett
While the recipe for treating problem water can be a quick fix at times, it also can require trial and error on the part of a water specialist who may need to find the ideal combination of treatments to fix the problem.

Tablet Chlorination System Provides Affordable Alternative to Liquid, Gas   Water & Wastes Digest November 2000

Tablet Chlorination Systems Allow Plants to Meet Stricter Government/Insurance Regulations   Water Engineering & Management May 2000
The Fort Valley municipal water plant had used chlorine gas cylinders for many years. A pair of one-ton cylinders were in operation at the wastewater plant and 150-lb. cylinders at the McLeon and Jones water plants. However, new government and insurance regulations forced management to reevaluate its chlorination strategy.

Solid, Liquid or Gas: Which Form of Chlorine is Best for Me?   Water Quality Products November 1999   Diane M. Haskett
There is no question that the use of chlorine offers you a highly effective way to purify water and wastewater. The only question is: Which form of chlorine should you use?

Media is a Big Thing . . . But Not the Only Thing   Water Quality Products October 1997   George Ricci
Shower filter dechlorination requires its own unique design approach to meet various health requirements.