viernes, 9 de agosto de 2013
ODOR CONTROL
viernes, 19 de julio de 2013
HAND SANITIZER USAGE
Study Reveals Hand Sanitizer Efficacy
To address this question of efficacy, a study was done to determine hand coverage of three hand rubs — one gel based on 70 percent ethanol, one gel based on 85 percent ethanol, and one foam based on 70 percent ethanol. Each was applied with various volumes — all products: 1.1 mL, 2 mL, 2.4 mL, 1 push and 2 pushes; only foam product: 1.1 mL foam, 2 mL foam, 2.4 mL foam.
Fifteen subjects applied each product, which were supplemented with a fluorescent dye, after which researchers used a UV light to determine the quality of coverage. The hands of 12 subjects per experiment were artificially contaminated with Serratia marcescens and the products applied as recommended (1.1 mL for the products based on 70 percent v/v ethanol; 2 mL for the product based on 85 percent w/w ethanol).
Researchers presented their findings in a presentation titled "Lesser and lesser — the impact of small volumes in hand disinfection on quality of hand coverage and antimicrobial efficacy" at the International Conference on Prevention and Infection Control (ICPIC 2013). The results were:
"A volume < 2 mL yielded a high rate of incomplete coverage (76% - 87%), a volume ≥ 2 mL revealed better results (18% - 40%). There was a significant difference between the five volumes used with all hand rubs (p < 0.001; analysis of variance) but not between the three hand rubs themselves (p = 0.442). Application of 1.1 mL of the hand rubs based on 70% ethanol yielded a log10-reduction of 1.85 or 1.60 log10 (ASTM E 1174-06) and failed the US FDA efficacy requirement. Application of 2 mL of the hand rub based on 85% ethanol reduced the contamination by 2.06 log10 (ASTM E 1174-06) and fulfilled the US FDA efficacy requirement. Similar results were obtained according to ASTM E 2755-10."
In conclusion, the researches found that hand rubs based on 70 percent ethanol and recommended with a volume of 1.1 mL per application are not suitable to ensure complete coverage of both hands and do not fulfill the current ASTM efficacy standard requirements.
domingo, 23 de junio de 2013
WALNUT SHELLS IN INDUSTRY
martes, 11 de junio de 2013
CONVENIENT WAY TO CALCULATE TANK VOLUMES
Solving Vessel Equations: A Better Way
Irregularly shaped vessels present challenges for determining liquid volumes. New tools can help
Precise volume-determination equations are readily available for common vessel shapes. But what if you are using a vessel that is a vertical cylinder with a hemispherical top and bottom? Or, what if you are working with a horizontal elliptical vessel with concave heads? No matter the type of vessel you are working with, chemical engineers need to account for the liquids within these irregular shapes to calculate the volume properly.
Vessel-calculation challenges
Let’s begin with an example scenario. Suppose a chemical engineer works at a pharmaceutical facility that produces cough syrup. In that capacity, the engineer may have to prepare a solution in a 1,000-gal vessel or tank with an irregular shape. To prepare the proper concentration of cough syrup, he or she may need to add 50 pounds of an active pharmaceutical ingredient into sugar syrup.Before adding anything to this liquid base to prepare the proper concentration, the exact fluid volume must be known. One option is to measure the volume using a meter pump, but this method will not produce an accurate result. The alternative is to verify the exact amount of liquid needed by calculating the volume of this irregularly shaped vessel based on the liquid level.
In this scenario, suppose that the vessel in question is a vertical cylindrical vessel comprised of a conical bottom and elliptical top. The elliptical portion of the vessel is partially filled with liquid, while the cylindrical and conical portions are fully filled (Figure 1). What should be the approach to calculating the portion that is partially filled?
At this point, two complexities arise. Engineers are forced to search through databases and manuals for the equations that are appropriate for the irregular parts of the tank, and then calculate the volume using some kind of calculation software. While many engineers favor Microsoft Excel as their calculation software of choice, keep in mind that the program was not specifically designed for entering complex equations. As a result, this process for calculating the volume of a particular vessel can be a time-consuming and inefficient process. Engineers cannot afford to waste time — they need reliable equations and quick calculations.
In a similar scenario (depicted in Figure 1), the author and colleagues first either found and verified, or derived equations, in some instances using integrals, for each shape involved. Glancing through a reliable engineering book, such as Perry’s Chemical Engineers’ Handbook, revealed nothing useful for this problem.
We had better luck conducting Internet-based research, but it was not until poring through many search results that we came across the following article by Dan Jones — “Calculating Tank Volume” (www.webcalc.com.br/blog/Tank_Volume.pdf). Also see (Chem. Eng., Sept. 2011, pp 55–63).
Using the equations provided in Jones’ article for practical calculations proved to be a problem in itself. First, the equations had to be assembled in a sensible way to account for all the shapes containing liquid in the vessel. In addition, depending on the level of the liquid you are working with, there are different equations that have to be used.
Another common frustration for chemical engineers is that the data found online must be validated as well. Often with research conducted online, the reliability and validity of the the information found is not clear or defined. Checking the validity of the equations that are found can be complicated. To be sure that an equation is validated, engineers may need to recalculate everything from scratch — which we did in this case — and of course, it ended up costing us even more time.
Once we found and validated the equations and vessel dimensions, the next step was to use a calculation tool that is easy to integrate with the data. We first turned to Microsoft Excel, probably the most-often-used tool in many engineers’ toolboxes. For most calculations and analyses, an Excel spreadsheet would suffice. Several generations of engineers now have grown up using Excel — it’s a common, inexpensive software that is readily available on most desktops and laptops. In addition to its familiarity, it’s relatively easy to input large amounts of data into Excel.
However, in this case of calculating volume in an irregularly shaped vessel, it was not. It became clear that it would become an exceedingly time-consuming process just to enter the equations and variables.
Other reasons why Excel was not the right calculation tool in this case is that programming is required with external data. Second, all calculations must be performed in a consistent system of units with conversion factors embedded in equations. This is because Excel does not automatically understand the units of measurement and does not support calculations in different unit systems unless additional programming is introduced. Third, we planned to create a browser-based application, but the Internet version of Excel has exhibited performance issues and is not highly rated by many users.
Beyond Excel, there are engineering calculation tools available such as PTC’s (Needham, Mass.; www.ptc.com) Mathcad, which has automatic unit conversion and can check equations for mathematical errors. However, a browser version of Mathcad is not available, and that limits its usefulness in cloud-based applications.
SMath
To calculate the volume of a liquid in a vessel of a complex shape, a task that should take only minutes, we tested a tool that is readily available online and that could integrate our data. We found an engineering desktop calculation tool that is both powerful and distributed free of charge — SMath Studio (en.smath.info/forum/yaf_topics12_Download-SMath-Studio.aspx).SMath has a browser version called SMath Live. While it is functionally similar to the desktop version, it needs further development. SMath, developed specifically for engineering calculations, is now used by thousands of engineers and engineering students around the world.
This tool consists of a powerful math engine core, user-friendly worksheet-based graphical user interface (GUI) and plug-ins — some of which are open source software — that connect the core with GUI. SMath has the following features:
• The ability to handle numeric and symbolic calculations
• Capabilities for 2-D and 3-D graphs
• Software versions designed for different platforms and operating systems
• Partial support of Mathcad files (*.xmcd)
• The ability to use mathematical units (either built-in or user defined)
• Multi-language worksheets
• Multi-language interface (28 languages)
• The capacity to use programming functions directly on the worksheet
• Infrastructure to support third-party plug-ins
• An auto-complete feature with description of all supported entries
• The ability to use the tool in collaboration (via server)
• Equation snippets
Improved volume calculations
The tools chemical engineers have at their disposal are critical for maintaining high levels of productivity. Ideally, engineers should use tools that are seamless, can save time, and avoid costly errors in the workflow. One way to accomplish this is through cloud computing, where software programs and data that have traditionally resided on company servers are now located on a third party’s remote servers and are accessed via the Web.Cloud computing assures today’s engineers quick and easy access to data from anywhere on a variety of devices. It also allows engineers to easily share data with their peers across the globe. Fortunately, as technology continues to move into the cloud, engineers will have more effective and reliable tools to integrate data, such as equations with calculation software, into their design and workflow.
This type of Web-based product would enable users to find and select equations for various shapes and then assemble them like Lego blocks onto an SMath Live worksheet. If you are working with any unusually shaped shells, bottoms or heads, you can build any vessel from them using smaller pieces (Figure 4). You can continue to build up to more complex shapes and calculate the volume of the entire shape or the volume of liquid in partially filled shape. The same approach could be used for calculating the volume of dry particulates, suspensions and so on.
Initial results are encouraging and can be seen in Figure 1, which shows an example of a calculation for a vertical cylindrical vessel with conical bottom and elliptical top. This example was assembled from calculations for three basic shapes: cone bottom, elliptical top and vertical cylinder. Each calculation contains limiting conditions and validation routines, as well as graphic representation of a shape. These conditions and validation routines are easily adoptable for the vessel shown in the example.
Author
miércoles, 15 de mayo de 2013
NEW PROPERTY FOUND FOR TiO2
Investigation Into Marine Concrete Anti-Fouling Coatings
Long term ecologically sound answer to organic growth remains unsolved, however the use of titanium dioxide (TiO2) particles within coatings for concrete pavements have received considerable attention in recent years.
By Peter Hughes, Contributing Writer
Marine Coatings
Marine Fig 1
Marine Fig 2
Marine Fig 3
Marine Fig 4
Marine Fig 5
Marine Fig 6
Marine Fig 7
Marine Fig 8
Photocatalytic coatings are successfully used with many other building materials and have been shown to retard algal growth on concrete (2). In spite of these promising benefits, applications of this technology are currently limited. The durability of this technology in a marine application needs to be established before large-scale practical implementation is undertaken. Titanium dioxide (TiO2) is a white inorganic substance that is thermally stable, non-flammable and insoluble. TiO2, the oxide of the metal titanium, which is the ninth most abundant element in the earth’s crust, occurs in many rocks and mineral sands, the most economically important being ilmenite and rutile deposits. Ultra-fine (nano-scale) titanium dioxide (Anatase) was used in this research for surface treatments. The potential of titanium dioxide as a photocatalyst was discovered by (3). This process, which is similar to plant photosynthesis, allows the decomposition of water into oxygen and hydrogen in the presence of light, by means of a TiO2-anode (1). Based on this heterogeneous photocatalytic oxidation process, nitrogen oxides are oxidized into water-soluble nitrates while sulfur dioxide is oxidized into water-soluble sulfates; these substances can be washed away by moisture in the form of rainfall or seawater. The overall aim of this research, is to advance the understanding of how a photocatalytic (TiO2) coatings responds in a marine environment. This phase of work, carried out in the northwest of England, has recorded anti-fouling performance and intends to progress towards a non-toxic, environmentally-benign strategy for future industrial applications.
The ‘Development’ Tio2 Coating Used In This Research
Primary particles of ultrafine TiO2 within the development coating used was typically in the range of size from 10 to 60 nm, not only as existing discreet primary particles but as aggregates, with secondary particle sizes typically >100 nm. The coating was a stable aqueous dispersion (sol) of ultrafine TiO2 particles. Key features included an anatase crystal form with a 10 wt% of TiO2 content. The coating had a neutral pH of 8.5, with a high surface area (dry) of 300 m²/g, it dried clear, and was UV light activated with limited fluorescent light activity. It is marketed for architectural applications.
Tio2 Coating Application In This Study
The coating procedure consisted of three independently applied layers brushed (concrete tiles) or roller applied (static site) onto the surface of concrete specimens, as per the manufacturer’s recommendation. The primer layer was applied to lower the viscosity of the material. This assisted in generating a good seal in the priming process through the filling of cracks and blowholes in the concrete surface. The primer formed a coating layer with a dry film thickness of 10µm. On top of the dried primer, an undercoat was applied after a drying time of 24h. Then, three separate topcoats were applied, each 10µm and a further 24h drying time, thus, bringing the overall thickness of the photocatalytic coating to 50µm. Although the coating was composed of a number of different layers, the comparatively short time between applications ensured that the finished complete layer did not show any distinct separate layers, but can be treated for all intents and purposes in this research as a single layer, see figure 1.
Results And Discussion
The biological complexity of the phenomenon, part of a larger study (4), referred to as marine biofouling, is enormous. It has been shown here and in previous research (5) that it is an ecological community with entities originating from all that we call life. Also, each organism has its own solution for how to find and attach on a surface, evolved during millions of years. It is the author’s view, it is impossible to invent new antifouling coatings without restricting the problem, meaning that several antifouling strategies have to be part of a holistic approach, leading to a bigger solution.
There are however several obstacles to be cleared before titanium dioxide photocatalyst technology can be adopted in the control of marine biofouling. Not only the fact that the applicability of this technology is limited considerably because the catalyst works only where there is light, but the application of a coating to composite materials such as concrete has limitations, as shown in figure 2.
The performance of the coating was observed to be heavily dependent on the underlying composite material. First of all, due to differences in intrinsic properties the synthetic fibres, in abundance at the surface of the concrete samples, inhibited a satisfactory bond between coating and substrate. The thermal coefficients of the coating were different from that of the concrete and its constituents. Thermal expansion and movement, referred to as ‘fibre pop out’, of exposed fibres instigated a cracking of the coating, as seen in figure 3, resulting in not only reduced photocatalytic activity but also structure and strength destructions.
Furthermore, the attachment of filamentous algae to the surface of the coating, seen in figure 4, was also observed to be detrimental to its long term durability. Diatoms, illustrated in figure 5, form another component of marine biofilms and act a settlement mediator for larger fouling. The diatom attachment to coatings examined showed that this single algae cell accelerated coating degradation.
Filamentous bacterial growth from within the matrix of the new concrete, as observed in figure 6, also played its part in the eventual cracking and delamination of the coating from its foundation. This previously unreported phenomena is discussed in more detail elsewhere (6). Coatings for marine concrete structures are subject to harsh environments, dynamic loads, continuous expansion and contraction by heat, rain/seawater splash, impacts from debris, erosion, micro-organisms etc. In this condition, most coatings deteriorate in a short period of time in the form of cracking, blistering, disbanding or chalking. The application of the TiO2 based coating tested in this research was not designed to defend from microbial growth from ‘within’ the concrete, effectively a living substratum, observed in figure 7. The occurrence of a bacterial biofilm formation under the coating has significantly effected the performance of the coating. A study into the addition of TiO2 powder with an average size 21 nm (30% rutile and 70% anatase) into a bacterial colony, showed that 60–120 min were sufficient to destroy all the bacteria (7). Other workers also confirm that using lower dimension TiO2 particles leads to a faster bacterial destruction (8). These new observations of bacterial growth seen in figure 6 are detrimental to the long term durability of the coating and requires further investigation. This newly observed degradation mechanism, see figure 8, reported here, of a coating has implications for not only the construction sector.
Conclusions
Based on the analysis conducted, the following conclusions may be drawn that macro and micro synthetic fibres at the surface of concrete inhibit a strong and durable bond between the coating and the substratum, accelerating cracking and the eventual breakdown of the coating. Algal filamentous growth including diatoms attached to the surface of the coatings, applies further pressure on the integrity of the coating. Bacterial filamentous growth from within the matrix of the concrete, grows at the coating/concrete interface. This growth disrupts the bond between coating and substratum, leading to the de-lamination of the coating. Based on the results presented, further research is recommended to consider factors such as microbial growth under a coating, application methods and variation, coating composition, and long term durability. Furthermore, research in this field, needs to be developed to determine if any coatings have the potential to be effective in the long term strategy against marine biofouling.
Peter Hughes is a final year PhD student at the University of Central Lancashire, UK, investigating marine biofouling and its implications for the durability of marine concrete.
Acknowledgement
The author thanks his supervisors for their guidance. D. Fairhurst, Professor I. Sherrington, Dr. N. Renevier, Professor L.H.G. Morton, Professor P. C. Robery and Dr. L. Cunningham.
Further discussions are invited at: PHughes1@uclan.ac.uk
References
1. Fujishima, A., Rao, T., Tryk, D. Titanium dioxide photocatalysis. Journal of Photochemistry and Photobiology. 1, 2000, 1-21.
2. Peller, JR, Whitman, RL, Griffith, S, Harris, P, Peller, C, Scalziatti, J. TiO2 as a photocatalyst for control of the aquatic invasive alga, Cladophora, under natural and artificial light. Photoch. Photobio. A. 186, 2007, 212-217.
3. Fujishima, A., Honda, K. Electrochemical photolysis of water at a semiconductor electrode. Nature. 238, 1972, 8-37.
4. Hughes, P., Fairhurst, D., Sherrington, I., Renevier, N., Morton., L.H.G., Robbery, P., Cunningham, L. Microscopic examination of a new mechanism for accelerated degradation of synthetic fibre reinforced marine concrete. Construction and Building Materials. 41, 2013, 498-504.
5. Hughes, P. A new mechanism for accelerated degradation of synthetic-fibre-reinforced marine concrete. Concrete. 9, 2012, Vol. 46, 18-20.
6. Hughes, P. A study into the microbial growth within new marine concrete. Concrete. 1, 2013, Vol. 47, 34-36.
7. Saito, T, Iwase J, Horic J, Morioka T. Mode of photocatalytic bactericidal action of powdered semiconductor TiO2 on mutans streptococci. Journal of Photochem Photobio B Bio. 14, 1992, 369-379.
8. Huang, Z, Maness P, Blakem D, Wolfrum E, Smolinski S, Jacoby W. Bactericidal mode of titanium dioxide photocatalysis. J Photochem Photobio A Chem. 130, 2000, 163-170.
martes, 14 de mayo de 2013
ADHESIVE FOR SURGERY
“To solve this medical problem, we looked at nature,” said Jian Yang, associate professor of bioengineering at Penn State. “There are sea creatures, like the mussel, that can stick on rocks and on ships in the ocean. They can hold on tightly without getting flushed away by the waves because the mussel can make a very powerful adhesive protein. We looked at the chemical structure of that kind of adhesive protein.”
The researchers tested the newly developed iCMBAs on rats, using the adhesive and finger clamping to close three wounds for two minutes. Three other wounds were closed using sutures. The researchers reported their findings in a recent issue of Biomaterials.1
The iCMBAs provided 2.5 to 8.0 times stronger adhesion in wet tissue conditions compared to fibrin glue. They also stopped bleeding instantly, facilitated wound healing, closed wounds without the use of sutures and offered controllable degradation.
“If you want the material to stay there for one week, we can control the polymer to degrade in one week,” said Yang. “If you want the material to stay in the wound for more than a month, we can control the synthesis to make the materials degrade in one month.”
The iCMBAs are also non-toxic, and because they are fully synthetic, they are unlikely to cause allergic reactions. Side effects were limited to mild inflammation. “If you put any synthetic materials into your body, the body will generate some inflammation,” Yang said.
The researchers are now working on improving the formula. “We are still optimizing our formulation,” he said. “We are trying to make the adhesion strength even stronger” to expand its use for things like broken bones where strong adhesion is tremendously important. The researchers are also looking at adding components that could control infection.
“We can introduce another component with anti-microbial properties, so it can do two functions at once,” said Yang.
The iCMBAs could eventually be used in a wide range of surgical disciplines from suture and staple replacement to tissue grafts to treat hernias, ulcers and burns. “There are so many applications that you can use this glue for to help in surgery,” he said.
jueves, 9 de mayo de 2013
NEW SAFETY DAYTA SHEETS FOR CHEMICALS, GLOBALIZED
By MAUREEN BRADY,
Managing Editor
OSHA’s updated Hazard
Communication Standard (HCS),
which conforms to the United
Nations’ Globally Harmonized System of
Classification and Labeling of Chemicals
(GHS), aims to provide a common and coherent approach to classifying chemicals and
communicating hazard information on labels
and safety data sheets. According to former
U.S. Secretary of Labor Hilda Solis, the
revised standard will “improve the quality and
consistency of hazard information, making it
safer for workers to do their jobs and easier
for employers to stay competitive.”
The three major areas of change are in
hazard classification, labels and safety data
sheets.
Hazard classification: The definitions
of hazard have been changed to provide specific
criteria for classification of health and physical
hazards, as well as classification of mixtures.
These specific criteria will help to ensure that
evaluations of hazardous effects are consistent
across manufacturers, and that labels and safety
data sheets (SDS) are more accurate as a result.
Labels: Chemical manufacturers and
importers will be required to provide a label
that includes a harmonized signal word, pictogram and hazard statement for each hazard
class and category. Precautionary statements
must also be provided.
Safety Data Sheets: Will now
have a specified 16-section format.
While full compliance with the rule
will begin in 2015, OSHA is requiring that
employees are trained on the new label
elements (i.e., pictograms, hazard statements, precautionary statements and signal
words) and SDS format by December 1,
2013. Is your company on track to meet this
December deadline?
Why train now?
Many American and foreign chemical
manufacturers have already begun to produce
HazCom 2012/GHS-compliant labels and
SDSs. OSHA says it is important to ensure that
when employees begin to see the new labels and
SDSs in their workplaces, they will be familiar
with them, understand how to use them, and
access the information effectively. The sooner
you start training your workers, the more prepared your workers will be for these changes.
The updated HCS also stipulates that
employers must provide additional employee
training for newly identified physical or
health hazards by June 1, 2016.
Who should be trained?
The GHS states in Chapter 1.4, Section
1.4.9, the importance of training all target
audiences to recognize and interpret label
and/or SDS information, and to take appropriate action in response to chemical hazards.
Training requirements should be appropriate
for and commensurate with the nature of
the work or exposure. Key target audiences
include workers, emergency responders and
also those responsible for developing labels
and SDSs. To varying degrees, the training
needs of additional target audiences have to
be addressed. These should include training
for persons involved in transport and strategies required for educating consumers in
interpreting label information on products that
they use.
What are the GHS label
elements?
Some GHS label elements have been standardized (identical with no variation) and are
directly related to the endpoints and hazard
level. Other label elements are harmonized
with common definitions and/or principles.
(See Figure to the right.)
Symbols (hazard pictograms), signal words
and hazard statements have all been standardized and assigned to specific hazard categories and classes, as appropriate. This approach
makes it easier for countries to implement the
system and should make it easier for companies to comply with regulations based on
the GHS. Prescribed symbols, signal words
and hazard statements can be readily selected
from Annex 1 of the GHS “Purple Book.”
These standardized elements are not subject
to variation and should appear on the GHS
label as indicated in the GHS for each hazard
category/class in the system.
What is the GHS Safety
Data Sheet (SDS)?
The (Material) Safety Data Sheet (SDS)
provides comprehensive information for
use in workplace chemical management.
Employers and workers use SDSs as
sources of information about hazards and to
obtain advice on safety precautions.
The SDS should contain 16 headings.
The GHS MSDS headings, sequence and
content are similar to the ISO, EU and
Data sheets,
pictograms &
signal words
OSHA GHS training must be
completed by December 1, 2013
The Section numbers refer to the sections
in the GHS Document or "Purple Book".
DIRTY CARPETS ??
miércoles, 8 de mayo de 2013
PROBLEMS WITH THE WATER YOU DRINK ??
Waste Water Processing Industry Topics
Although detecting waterborne disease outbreaks is difficult, and numbers are underestimates, reported waterborne disease outbreaks in the United States have declined since implementation of the 1974 Safe Drinking Water Act. The range is from a high of 90 reported outbreaks in 1979-1982 to fewer than 10 in 2002, out of about 60,000 community water systems. In addition, surveillance for outbreaks is today better than in the past, and identification of the causative microbial pathogens has significantly improved.
The reduced outbreak incidence is probably attributable to EPA requirements for microbial quality monitoring and increased water treatment that involves filtration and disinfection of surface water and disinfection of groundwaters. However, while the number of waterborne outbreaks has declined, the portion attributable to distribution system contamination has increased.
In the public eye
Beginning in 2001 Legionaires disease was added to the surveillance and reporting system, and incidences of water-related legionellosis are being reported with some regularity worldwide. Legionellosis is a consequence of inhalation of aerosols contaminated with Legionella pneumophila and perhaps other related species.
Legionaires disease gets its name from a 1976 outbreak among attendees at an American Legion convention in Philadelphia staying at a particular hotel. There were 221 reported cases and 34 deaths from pneumonia. It required about six months of intense microbiological and chemical investigations to identify the causal bacterial agent because there was no known culturing technique available for the then unknown strain of bacteria.
The origin of exposure was blow-down inhaled aerosols from an air-conditioning system. The cases indicated that smokers were at greater risk than non-smokers. Speculation as to origin was rampant, and it even included a supposed “theory” involving a relatively exotic chemical that might have been pyrolyzed while smoking cigarettes. I recall hearing a report from a U.S. Senate committee that undertook its own assessment and announced that supposed chemical cause, shortly before the true microbial agent was identified. Apparently politics and science don’t mix very well.
Retrospective investigations revealed that in fact numerous “legionnaires” cases had occurred previously and had not been identified, and that a milder form of respiratory infection called Pontiac fever was not uncommon. Many outbreaks and deaths have been reported since then, especially in hospitals. The U.S. Centers for Disease Control has estimated up to 18,000 legionellosis deaths in the U.S. each year.
What actually happens
Since 1976 it has been determined that Legionella pneumophila are fairly common soil and water bacteria and pathogenic when inhaled, not from ingestion. They grow under low nutrient warm water conditions at temperatures in the range of 25 C to 50 C. So, they can be present in warm to hot water systems, showerheads, humidifiers, misting and cooling water for air conditioning systems and hot tubs. In distribution systems and plumbing they can colonize biofilms where they may be protected from normal disinfectant residuals.
The at-risk populations are predominantly those who are elderly and also persons with impaired immune systems. Hospital environments have been the source of numerous cases of outbreaks and deaths related to Legionella. However, it is apparent that there are high-risk people in the general population; for them even a typical house or building environment could be a risk, and specific diagnoses and determinations of causal origin will be less likely.
There are water system management techniques for reducing patient risks used by many hospitals. They include monitoring their plumbing systems, additional disinfection and periodic shock disinfection or heating. Chlorine, chlorine dioxide and even peroxides and silver and copper are being used, but with some controversy for the latter two. There are several studies that indicate that systems with chloramine residuals have a much lower risk of a Legionella related outbreak than those with free chlorine residuals. The rationale is that although chloramines are less potent than free chlorine, their lower chemical reactivity allows them to more effectively penetrate biofilms that may harbor the Legionella.
Other recommendations include maintaining hot water systems above 50 C to reduce growth of the microorganisms, but the dilemma is that temperatures in the 55 C to 60 C range introduce a scalding risk, especially for children and seniors.
Moral of story
The law of unanticipated consequences is still functioning. The benefits of modern warm controlled housing environments, air conditioning and indoor hot water plumbing can have downside consequences. Even those beneficial societal technological advances can provide an opportunity for otherwise innocuous microbes to proliferate and cause disease and death.
The moral of the story is that nature is always evolving, and there are perverse unidentified microbes out there that can harm us. Water treatment to control many microorganisms, not just E. coli, is essential, and waterborne microbial disease is still, and always will be, the greatest risk from public drinking water supplies. Aging water distribution systems require aggressive rehabilitation to prevent leaks and breaks where inoculation by microorganisms and accumulation in biofilms can occur. Replacing that aging infrastructure is a much greater national priority than the hypothetical risks of trace chemical contaminants that get a lot of publicity and lead people to spend money on bottled water because they think it is safer.
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GREEN CHEMICALS
Also the materials have to meet with toxicity and health requirements regarding inhalation, dermal and eye contact. There is also a specific list of materials that are prohibited or restricted from formulations, like ozone-depleting compounds and alkylphenol ethoxylates amongst others. Please go to http://www.greenseal.com/ for complete information on their requirements.
For information on current issues regarding green chemicals, see the blog from the Journalist Doris De Guzman, in the ICIS at: http://www.icis.com/blogs/green-chemicals/.
Certification is an important — and confusing — aspect of green cleaning. Third-party certification is available for products that meet standards set by Green Seal, EcoLogo, Energy Star, the Carpet & Rug Institute and others.
Manufacturers can also hire independent labs to determine whether a product is environmentally preferable and then place the manufacturer’s own eco-logo on the product; this is called self-certification. Finally, some manufacturers label a product with words like “sustainable,” “green,” or “earth friendly” without any third-party verification.
“The fact that there is not a single authoritative standard to go by adds to the confusion,” says Steven L. Mack M.Ed., director of buildings and grounds service for Ohio University, Athens, Ohio.
In www.happi.com of June 2008 edition, there is a report of Natural formulating markets that also emphasises the fact that registration of "green formulas" is very confused at present, due to lack of direction and unification of criteria and that some governmental instittion (in my opinion the EPA) should take part in this very important issue.
