| Introduction :: |
| OZONE O3, is an allotropic form of oxygen first recognised as a unique substence in 1840. Its pungent order is detectable at around 0.01 ppm. It is thermally unstble and explosive in the gas, liquid, and solid phases.In addition to being an Excelent Disinfectent, ozone is a Powerful Oxidant not only thermodynamically but also kinetically, and has many useful synthetic applications in industry and reserch.Its strong oxidizing and disinfection properties and its innocuous by- product, Oxygen, make it ideal for the treatment of water.Indeed , the most important application of ozone is in the treatment of drinking water, which begine in Europe in 1903; in the mid - 1990s, there are well over 2000 such water - treatment installations, primarily in Europe. The treatment of Swimming pool water was also developed in Europe during the 1960s. An other important application is for |
 |
|
odor control in industrial process municipal wastewater - treatment plants.Ozone also is used on a large scale for the treatment of effluent.Industrial high grade water supplies are also treated with Ozone. In addition, Ozone has applications in the treatment of cooling - tower water and in pulp bleaching. Advance oxidation processes employing ozone in combination with UV, H2O2, and /or solid catalyst such as TiO2 greatly improve the reactivity of ozone toward organic contamination.
|
| Properties :: |
At ordinary temperature, Pure ozone is a paleblue gas (density = 2.1415g/l at 0 deg C and 101.3 kPa (1 atm.)). Molecular weight = 48.00Boilling Point ( 1 atm.) = - 111.9 deg C, Melting Point = 192.7 Deg C
|
| Application :: |
Ozone Treatment of Drinking Water.Ozonation and treatment strategy depends on the quality of the source water . Ozone is typically applied as a disinfectant for the control of algae and inactiveation of becteria and viruses in direct filteration processes, and as a pre - and / or intermediate oxidant for inorganic and organic matter to eleminate taste, order and colour compounds; remove turbidity, iron and manganese; and reduce levels of trihalomethane ( THM ) and related organic precursors. Precipitated trace metals, micro flocculated organics, and destabilized colloidal particles enhance coagulation and filteration. Ozone is frequently applied at an intermediate point in conventional treatment processes as an oxidant and for primary disinfection of virouses and cysts.
|
| High Purity Water Systems :: |
Breweries ozonate the brewing water to remove any residuals of taste and odor and to ensure the absence of microorganisms. The Bottled water industry requires that the ozone residuale be included with the water in the bottle. The ozone residual disinfects the inside of the bottle where contact is made with the water; some ozone , however , escapes into the gas phase where it also disinfects the inside of the cap and the container, which is not in contact with the water. Finally, The ozone residual disappears as it decomposes to oxygen. In similar applications, the inside of the bottles and cans is sprayed with water containing an ozone residual for disinfection prior to the introduction of food ( Soft Drink or Mineral Water etc.).
|
| OZONE is also used in following applications :: |
 |
Swimming Pools and Spa water treatment |
 |
Degration of readily oxidizable organics |
 |
Removal of refractary organics |
 |
Control of other disinfection by - products |
 |
Pharmaceutical Industry |
 |
Electronics Industry |
 |
Industrial waste water pollution control |
 |
waste water disinfection |
 |
Odor control |
 |
Process water |
 |
Cooling tower water |
 |
Pulp bleaching |
 |
Organic synthesis |
 |
Medical applications |
 |
Aquatic apllications |
|
| |
| ELECTROLYTIC
OZONE GENERATION |
|
| Application :: |
Over the years, manufactures have grown increasingly aware of the importance of water purify and its effect on the quality of the final product. One of the largest problems that confront pure water system operators is bacterial recontamination shortly after the water purification equipment has done its job. There are several recommended methods of either preventing or removing such contamination but most have inherent disadvantages. The most innovative and effective method adopted by leading pharmaceutical, biotech, cosmetics and semiconductor manufacturers, involves ozonation of the water in the system and reducing this prior to the first point of use with ultraviolet (UV) irradiation.
An efficient way of producing ozone is with an electrolytic ozone generator that actually produces ozone from the water being treated. Ozone, and particularly electrolytically generated ozone, is ideally suited for pure water loops because only low concentrations are necessary to sanitize the system and there are no objectionable by products or residue after the ozone has decomposed back to oxygen.
|
| Controling Microbial Contamination :: |
Irrespective of how well a plant has been designed and constructed, when no special measures have been taken, it’s virtually impossible to avoid microbial contamination in a pure water network. This is especially true when a system isn’t continually replenished with fresh makeup water such as overnight or over the weekend when production is shut down and the water stands in a tank or circulates in a closed loop.
Only for specific applications do regulatory bodies require certain criteria are met and request operators of such plants to carry out validation tests. In all other cases, operators are left to their own means of following accepted guidelines to establish and maintain the integrity of their pure water systems.
|
| Weighing Methods :: |
There are several standard methods used by operators to disinfect their pure water systems, however, each has disadvantages listed below that have a bearing on the water quality.
|
 |
Shock disinfections – with chemicals such as peroxide or hyperchlorites |
| |
- Interruption of operation
-
Work intensive
-
Associated chemical problems
-
Fluctuating water quality
-
Safety concern |
 |
Shock sterilization – with steam |
| |
- Interruption of operation
- Costly installation and service
-
Uncontaminated steam necessary
-
Fluctuating water quality
-
Possible “cold spots,” i.e. areas of reduced disinfections |
 |
UV irradiation |
| |
- Risk of reduced disinfections
- Only localized effect
-
Sterile filter beneficial
-
Regular component replacement |
 |
Sterile filtration |
| |
- Bacterial growth is unaffected
- Regular replacement required
-
Danger of bursting
-
Expensive
|
|
| Ozone Advantages :: |
Of the above-mentioned standard methods, shock disinfections with chemicals or shock sterilization with steam seem to produce the best result provided services interruptions and fluctuating water quality can be tolerated. An innovative and alternative method of disinfections of pure water loops, without any of the mentioned drawbacks, is by introducing ozone to the circulation flow. The advantages of using ozone are manifold:
There are no objectionable by products or residues when water is disinfected with ozone. In the absence of oxidizable substances, ozone decomposes to form oxygen; as soon as oxidizable substances are present, traces of carbon dioxide will form. These substances do not pose a major problem in connection with water quality.
Because the ozone does ultimately decay to form oxygen – the ozone molecule is only moderately stable and has a half-life of something like 30 to 60 minutes at normal service conditions – there are no lasting problems with traces of disinfections chemicals.
Experience gained in the pharmaceutical industry has shown very low ozone concentrations in the magnitude of 0.1 to 0.2 mg/L are sufficient to keep germ counts below 1 colonyforming units (CFU) per 100 milliliters (ml).
Disinfections with ozone are a continual process and in most cases, can be regulated by simple means. If required, however, the ozone production rate can be controlled by the process parameters in order to avoid incorrect dosing and to ensure optimized efficiency.
As the feed gas. Synthetic ozone produced by these generators is ideal for drinking water disinfections, wastewater treatment, pulp bleaching etc., but does have limitations when dealing with pure water systems. For example, fluctuations in water pH and resistivity can occur if feed gas preparation (oxygen) isn’t properly maintained.
An alternative method of producing ozone for this specific application without the inherent disadvantages associated with conventional processes is with an electrolytic generator that splits water into its basic elements and then converts part of the liberated oxygen into ozone |
| The main advantages of producing ozone with an electrolytic system are: |
 |
There is no ionic contamination because the feed water I being dissociated using a solid hydrated |
| |
ion exchange membrane |
 |
The process water being disinfected is the source of oxygen for the generation of ozone – |
| |
consequently, no outside contamination is introduced into the system being treated |
 |
The ozone is dissolved in the process water as soon as it is formed, resulting in ozonation with |
| |
minimal equipment |
 |
By operating the cell under pressure, relatively high ozone concentration can be produced |
|
This electrolytic system is a fundamentally different method of dissociating water due to the fact it uses a solid polymer membrane as the electrolyte instead of fluid. This feature, in conjunction with suitably controlled intermediate anodic reaction, makes it particularly suited for disinfecting pure water systems irrespective of their application. The membrane, which functions as both electrolyte and separator between anode and cathode, is contacted on both sides by the activated porous electrodes. The water fed to the anode side of the cell is dissociated at the interface between the anode and membrane as a result of the DC current being applied. To ensure that as much ozone as possible is produced, the anode must have an over potential above the decomposition and the ozone reaction potential, and the catalytic layer must inhibit the formation of diatomic oxygen and encourage the for mation of ozone.
|
| Integration :: |
Most modern pure water networks are constructed as closed loop systems in which the water is pumped through one or more circulation loops to different consumer points. Depending on the application of the process water, there will be differing amounts and type of equipment installed in the system. For all applications, it was found best to install the ozone generation system in the loop and return just before it re-enters the storage tank. The by pass flow for the electrolytic system is tapped off before the loop’s pressure retaining valve and reintroduced on the low pressure side.
|
| Ozone Effect :: |
Ozone is a very strong oxidizing agent with powerful disinfecting properties. It’s bactericidal, viricidal, fungicidal and sporicidal – furthermore, it’s active against yeasts, parasites, etc. One of the important factors to be taken into consideration when calculating the ozone dose is the organic content of the water being disinfected. That’s because, if this is high, the ozone demand will be correspondingly high and the ozone also will be used to reduce the organic content rather than just destroying microorganisms. During periods when ozone is being used to oxidize both microorganisms and organics, the kill rate will be slow. Once the total organic carbon (TOC) has been reduced to a minimum, the kill rate will increase accordingly. It should be kept in mind, however, that because cell death is caused by lyses and catoplasmic dispersion, i.e., it ruptures the cell wall and attacks the RNA, this will continually supplement the organic content of the water.
In order to simulate the effect of electrolytically produced ozone on normal water contamination, a 1988 study2 carried out tests on a mixed culture of staphylococcus albus, Pseudomonas diminuta, Flavobacterium deevorans and Croyneybacterium pyrogenes which were seeded into a tank prior to ozonation. A count was taken for the total quantity of bacteria killed rather than the kill for each particular species
All species of bacteria inoculated could be detected in the initial plates. It was noted that all of the species were removed. A second test was performed using the same mixture of cultures but with a higher ozone production rate. Again a count was taken for the total quantity of bacteria killed rather than the kill for each particular species. |
| |
|