At the AWWA Annual Conference in Denver in June a past colleague from my days at ICI/Orica told me that Dr. Hung Nguyen had recently passed away due to cancer. Hung had left Orica about 5 years ago and as far as I am aware had mostly cut his ties with the water industry, doing some consulting work in other industries. Thus his passing went largely unnoticed in the water community. Hung deserves more than to quietly depart the world without recognition of his significant contribution to the advancement of the water industry in Australia and the US, so I thought I would document his major achievements while I worked with him for about 15 years at ICI Australia/Orica, namely in bringing the MIEX® Technology to market.
The development of the MIEX® resin and water treatment process is well documented as a team effort between the Commonwealth Scientific and Industrial Research Organisation (CSIRO) who developed the resin, South Australian Water Corporation who developed the water treatment application and ICI Australia (later to become Orica after divestment by ICI PLC) who commercialized the technology. I was working with ICI Australia’s Watercare Division in the early 90s when Division General Manager Murray Winstanley was convinced by Prof. Don Bursill of SA Water to have ICI step in and help bring Don’s dream to reality - an ion exchange process using CSIRO’s magnetized resin to remove dissolved organic carbon from drinking water supplies, a major inhibitor of good water quality in Don’s home state. Murray knew he needed to bring in a manager who could crack the whip on the researchers from CSIRO and SA Water and turn this good idea into a commercial proposition.
Hung Nguyen was the ideal man for the job, having worked at ICI when the company tried to commercialize the Sirotherm process in the 70s, a similar magnetic ion exchange resin developed by CSIRO for brackish water treatment that was mothballed after unsuccessful field trials. I think Hung had a role in ICI’s mothballing decision, so Murray knew he would call a spade a spade and kill the technology if he thought it would not be viable at full-scale. Hung moved over to the Watercare Division as Technical Manager and became my manager. While I was not immediately working on the MIEX® project (at that time the technology was called MIER by CSIRO), I heard all about Hung’s dealings with CSIRO and SA Water as we all know Hung liked to chat to his colleagues on every detail of his business conquests. He reeled in a lot of the tangential research (such as using chromium as the magnetic component which would never fly in drinking water) and got the CSIRO’s researchers to focus on producing a resin that could be used in a conventional type water treatment process and therefore could be easily scaled up. He also secured a significant Federal research grant that allowed a large scale reactor to be built at the CSIRO’s Clayton campus which sped up the scale-up of the production process as well as produced the resin for the first full-scale MIEX® installations.
Hung was also one of the first board members on the Cooperative Research Center for Water Quality and Treatment and through this international network of water industry experts, was able to facilitate the first introductions of the MIEX® technology to the United States through the AWWA Research Foundation, Universities of North Carolina and Colorado, etc. - connections that helped me a lot when I first moved to the United States in 2000 to introduce the technology here.
Hung may have rubbed some researchers the wrong way speaking his mind but he got job done and was one of those rare people that could successfully bridge the gap between research and industry. Without Hung’s input, MIEX® may not have been anything more than another research project and good idea.
In recent years Hung had little involvement with the mainstream water industry in Australia and the United States. So I couldn’t let Hung’s memory fade away without recognizing his significant contribution into developing one of the most innovative new water treatment technologies in the past decade, with now over 30 systems installed in the USA and others in Australia, the UK and Asia. I am also very grateful to Hung for his positive influence on my career and involvement in the water industry.
Thursday, August 22, 2013
Monday, June 24, 2013
ACE Gets its Mojo Back in 2013
2013 AWWA Annual Conference & Exposition in Denver a Return to Good Old Days
I know I am not alone in saying that over the last 4 or 5 years the AWWA Annual Conference and
Exposition has been slipping in attendance and overall energy compared to WEFTEC which seems to have benefited from attendees having to make a choice between the two conferences in tougher economic times. I know sales reps and some manufacturers have for many years wished that both conferences be combined to avoid the expense and time of having to attend both and the economic downturn of 2008 was a trigger to select one to attend. The choice has usually been WEFTEC which has more of a wastewater focus where a larger percentage of water industry equipment sales are made. Well, after the renewed energy, increased attendance and overall buzz of ACE13 in Denver, I think talks of a merger will be put to rest for at least a few more years.
As one of the exhibitors who are an important source of funding for ACE, I was very happy with the increased flow of attendees through the exhibit hall this year. The increased traffic was apparent on Sunday which in recent years has been dead, with more families in particular walking the floors (that attendees had brought on vacation) - I can't remember so many families for perhaps 6-8 years. And on Wednesday, the last day of the show and traditionally the slowest, I was busy talking to people at the booth all morning. I didn't get to see a single presentation as I was so busy at the booth and at meetings during the show.
Why was this ACE probably the best since ACE08 in Atlanta? Being in AWWA's home town of Denver, the organization certainly put in an extra special effort in revamping the schedule and events and in pre-show marketing. It was about time that some effort was put in to updating the program as I do think it had stagnated in recent years and lost ground to WEFTEC. I believe Denver's more central location, affordability and attractiveness as a destination for a larger spread of AWWA members also was a factor in the sucess of ACE13. Perhaps also it is a sign of improving economic conditions - I certainly heard of more new projects in the works compared to recent years.
Should ACE and WEFTEC merge? I can see the point of view of sales reps and the larger manufacturers who have to role out the marketing, booths, client entertainment and all the other expenses required for two shows that may have a big overlap in their customers. As a smaller manufacturer of primarily drinking water treatment equipment we can still get pretty good exposure at the ACE exposition which is located in a single exhibit hall, while I wonder if anyone would find us tucked away at the back of a secondary hall at WEFTEC? We certainly would have trouble competing for some time with our customers and sales reps versus the lavish functions put on by the larger multi-national OEMs (heck, I didn't even see some of our reps at ACE...). And I am sure there would be less room in the technical program for potable presentations which would impact engineers, utilities and researchers focussing on just drinking water. I therefore think the two shows should not merge to allow the smaller specialty OEMs and engineering firms as well as researchers have a say in the water industry rather than be made insignificant at a mega-water show.
Can AWWA generate some momentum from ACE13? I don't know. AWWA certainly needs to continue to review the conference program, get feedback from exhibitors and attendees and continually improve for ACE14. ACE14 in Boston will be a challenge being in an expensive city on the far east coast. My suggestion is AWWA should look at WEFTEC which has selected a limited number of locations that are popular for a wider range of attendees. Certainly, ACE should be in Denver every 5 years at least based on the success of ACE13!
I know I am not alone in saying that over the last 4 or 5 years the AWWA Annual Conference and
As one of the exhibitors who are an important source of funding for ACE, I was very happy with the increased flow of attendees through the exhibit hall this year. The increased traffic was apparent on Sunday which in recent years has been dead, with more families in particular walking the floors (that attendees had brought on vacation) - I can't remember so many families for perhaps 6-8 years. And on Wednesday, the last day of the show and traditionally the slowest, I was busy talking to people at the booth all morning. I didn't get to see a single presentation as I was so busy at the booth and at meetings during the show.
Why was this ACE probably the best since ACE08 in Atlanta? Being in AWWA's home town of Denver, the organization certainly put in an extra special effort in revamping the schedule and events and in pre-show marketing. It was about time that some effort was put in to updating the program as I do think it had stagnated in recent years and lost ground to WEFTEC. I believe Denver's more central location, affordability and attractiveness as a destination for a larger spread of AWWA members also was a factor in the sucess of ACE13. Perhaps also it is a sign of improving economic conditions - I certainly heard of more new projects in the works compared to recent years.
Should ACE and WEFTEC merge? I can see the point of view of sales reps and the larger manufacturers who have to role out the marketing, booths, client entertainment and all the other expenses required for two shows that may have a big overlap in their customers. As a smaller manufacturer of primarily drinking water treatment equipment we can still get pretty good exposure at the ACE exposition which is located in a single exhibit hall, while I wonder if anyone would find us tucked away at the back of a secondary hall at WEFTEC? We certainly would have trouble competing for some time with our customers and sales reps versus the lavish functions put on by the larger multi-national OEMs (heck, I didn't even see some of our reps at ACE...). And I am sure there would be less room in the technical program for potable presentations which would impact engineers, utilities and researchers focussing on just drinking water. I therefore think the two shows should not merge to allow the smaller specialty OEMs and engineering firms as well as researchers have a say in the water industry rather than be made insignificant at a mega-water show.
Can AWWA generate some momentum from ACE13? I don't know. AWWA certainly needs to continue to review the conference program, get feedback from exhibitors and attendees and continually improve for ACE14. ACE14 in Boston will be a challenge being in an expensive city on the far east coast. My suggestion is AWWA should look at WEFTEC which has selected a limited number of locations that are popular for a wider range of attendees. Certainly, ACE should be in Denver every 5 years at least based on the success of ACE13!
Friday, May 31, 2013
Universal MF/UF Module Systems all the Rage at AMTA/AWWA Membrane Technology Conference
- For a start, I had three consultants from national engineering firms drop by my booth and ask if we could build a MF/UF skid that either has interchangeable UF modules (i.e. has an adjustable header for different module configurations) or whether we could bid to a spec that qualified a number of MF/UF modules from different suppliers.
- Degremont used the show to promote a newly developed ‘SmartRackTM’ that can accommodate different brands of UF modules (their brochure was passed to me by someone at a bar one night).
- A paper was presented by Carollo Engineers detailing an existing system in Utah that has decided to retrofit with membrane racks designed for interchangeability so that in the future multiple membrane suppliers could bid for the replacement membranes. A factor in this decision was the fact that the installed membranes had not lasted as long as expected and the utility did not want to remain locked in to one membrane supplier. I had a few engineers say to me at the show that the MF/UF membranes in many existing systems are nearing the end of their life causing some concern to the owners that they are locked in to the original membrane supplier while they would prefer to bid out the replacement.
Summing up the mood of the show was a comment I heard at a bar late one night from a Senior VP from one of the Big Three MF/UF OEMs that “If you just want to buy the membranes, we’ll sell you the membranes….”
Now don’t think I was just hanging out at the bars at the conference, but any seasoned conference attendee will tell you that is where all the real news and developments are discussed at these events!
Monday, March 18, 2013
Still Only Specifying the Big Three MF/UF OEMs - Ignorant or Irresponsible?
By now any engineers that claim they do not know about OEMs
offering credible MF/UF systems other than the Big Three (Pall, Siemens and GE)
are either ignorant; in that they are not aware that many of the new skid
mounted installations over the past few years have used either Toray or Dow UF
modules in systems built by OEMs other than the Big Three; or they are too lazy
to revise their 5-10 year old boiler plate specs (I say that is irresponsible
as it is the consultant’s responsibility when engaged by a municipality to
select the most technically and economically feasible solution to meet their
needs). A year ago I would have cut the engineers some slack where the first
municipal systems using Toray and Dow UF modules had only been operating for
about 12 months and there had not been a lot of data presented on these
systems. But now after another year with more and more presentations at trade
shows and publicity about these systems, for an engineer to claim they didn’t
know there was an alternative to the Big Three or they didn’t know enough about
the alternatives to include them in a spec, is just downright lazy and this
engineer does not deserve to be hired by a small system.
I’m sorry about this rant but I just spoke to an engineer at who’s firm I had presented a brown bag 2-years ago on our Toray UF installations, and where I had also spoken to other engineers at his firm in the past 12 months about our systems, and then he says sorry he did not know enough about our UF system in time for a spec he just wrote for a ~1MGD installation in which he just specified the Big Three. I hadn’t made contact with this specific engineer but for this firm to be not willing to consider any other OEMs for this small system is just plain ignorance and will probably end up costing a small City at least $200K. I am sure that is not the outcome this City wanted when it hired this engineering firm….
To further my point, at the AMTA/AWWA Annual MembraneTechnology Conference a few weeks ago (Feb 25-28), our booth was approached by
three engineering firms, two of which were national firms, about real projects
where they are looking at building UF systems with interchangeable UF modules,
and obviously the Big Three would not be interested in building these. Any
engineer at this show with any membrane experience could not have missed the
buzz about a shift to systems that can use different UF modules. I will write a
separate post specifically on this topic shortly.
I will accept if an engineer and his client says they did
look at the alternatives but their selection criteria required installations
with say 5-years' of operational experience, particularly for large systems
where the newer UF modules have not yet been in service for long enough. I
would however suggest these engineers talk to some of the users of the Big
Three MF/UF systems with over 5 years’ experience and ask if they are happy
with their systems – I am sure many will not be happy – and then I would question why
these OEMs are qualified ahead of other OEMs that may not have had installations
operating for as long, but have had only one or two membrane fiber breakages
over a 2-year period (many have had none). I bet if you picked any 2-year
period for at least two of the Big Three OEMs’ systems operating for 5-10
years, the performance of these systems in terms of membrane integrity would
not come close to the first 2-years’ performance of the systems using Toray and
Dow membranes. I’m sorry about this rant but I just spoke to an engineer at who’s firm I had presented a brown bag 2-years ago on our Toray UF installations, and where I had also spoken to other engineers at his firm in the past 12 months about our systems, and then he says sorry he did not know enough about our UF system in time for a spec he just wrote for a ~1MGD installation in which he just specified the Big Three. I hadn’t made contact with this specific engineer but for this firm to be not willing to consider any other OEMs for this small system is just plain ignorance and will probably end up costing a small City at least $200K. I am sure that is not the outcome this City wanted when it hired this engineering firm….
Thursday, February 21, 2013
How do you build the Best Commercial RO Membrane System?
The beauty of being a completely independent OEM (Original Equipment Manufacturer) is that you can select the best available components to build a membrane system for a specific application.
You can choose a pump that is most energy efficient and perfectly sized for a skid, rather than one OEM that must use multiple feed pumps per skid because of limitations in pump sizes that it manufacturers. When new components become available, the independent OEM (typically the smaller more nimble OEMs) can quickly incorporate these into a system design to the benefit of the end user.
And next time I see a spec that says the Reverse Osmosis OEM must also manufacture the membrane I will feel sorry for the end user who will have been duped into overpaying for a product no better than what they could have bought from an independent OEM. RO membranes are a commodity and there are several suppliers such as Toray, Dow/Filmtec, Hydranautics and CSM that sell to OEMs, offer very good technical support and provide prorated warranties for the membranes of up to 5-years depending on the application. I was actually visiting a manufacturing facility of one of the aforementioned membrane companies and was surprised to see a stack of boxed membranes private labeled for an OEM who claimed to make their own membranes…. Even if the company did make its membranes, with the ability to purchase from multiple RO membrane vendors, the independent OEMs can choose the best membrane available for an application, get very competitive pricing and pass on a more economical RO system to the end user.
Smaller systems are often the biggest losers when purchasing a membrane system when they or their engineer are convinced that larger OEMs that also manufacture some of the components will provide a more reliable system with better technical service. In reality, the larger OEMs may be encumbered with outdated equipment they have to use which is more expensive than components available from other independent suppliers. And don’t start me on the technical service….Just talk to a small system that has purchased equipment from a large OEM recently and see what they say!
Monday, October 29, 2012
Dow and Toray UF Modules Level Bidding Playing Field
Is commoditization of the MF/UF market finally here?
The specifications for a project that recently bid in South Dakota were a sign that the municipal Microfiltration/Ultrafiltration (MF/UF) membrane market is finally moving towards commoditization. It is the first MF/UF specification that I have seen where there were both prequalified OEMs and prequalified MF/UF membrane modules, allowing the OEMs to bid using any of the listed modules. This type of specification is common in the commoditized NF/RO market, but has been almost non-existent as far as I am aware in the municipal drinking water market. The modules listed in the specification were the following PVDF, hollow fiber membranes:
• Siemens/US Filter L20V
• Pall Microza MF
• Toray HFS
• GE Zeeweed 1500
• Dow UF (SFD 2880)
Of course Siemens, Pall and GE have exclusive access to the L20V, Microza and Zeeweed 1500 modules respectively, but any of the listed OEMs could bid with the Toray and Dow UF modules. Additional OEMs listed were Wigen Water Technologies and H2O Innovation, both of whom have municipal UF installations using Dow and Toray membranes.
There were some unique circumstances with this bid that allowed such a specification, where all of the above membrane modules had previously been piloted on Missouri River water in the Dakotas, which was also the source water for this new plant. All of the qualified OEMs had at some point conducted a pilot study under the supervision of Bartlett & West (B&W), the consulting engineer managing the project and therefore were not required to pilot for this project. To be qualified, OEMs also had to have installed at least three surface water MF/UF systems between 1 – 5 MGD.
Customers Win!
With such a competitive bidding environment and probably due to the system size (2.7 MGD), only one of the ‘big three’ OEMs bid for the project. Not surprisingly, the lowest bidder (and subsequently the winner) bid with Dow UF modules and was more than 25% lower in price than the bidder with a proprietary membrane. Worth noting is that even the highest bidder was almost 30% below the engineer’s estimate, evidence of how much value can be achieved for customers with more competitive bidding. This is particularly the case for smaller systems that historically been reluctantly served by a few larger OEMs, resulting in high prices. Now that Dow and Toray offer their UF modules to multiple OEMs, smaller OEMs such as Wigen and H2O are aggressively pursuing this segment of the market, resulting in lower prices and, I am sure, happy customers!
The end result, as the MF/UF market moves towards commoditization, is lower membrane module prices and lower system prices which means high quality drinking water becomes more affordable and accessible, particularly for smaller systems who have historically had to bear the brunt of an uncompetitive marketplace – a great example of competition benefiting the end consumer!
The specifications for a project that recently bid in South Dakota were a sign that the municipal Microfiltration/Ultrafiltration (MF/UF) membrane market is finally moving towards commoditization. It is the first MF/UF specification that I have seen where there were both prequalified OEMs and prequalified MF/UF membrane modules, allowing the OEMs to bid using any of the listed modules. This type of specification is common in the commoditized NF/RO market, but has been almost non-existent as far as I am aware in the municipal drinking water market. The modules listed in the specification were the following PVDF, hollow fiber membranes:
• Siemens/US Filter L20V
• Pall Microza MF
• Toray HFS
• GE Zeeweed 1500
• Dow UF (SFD 2880)
Of course Siemens, Pall and GE have exclusive access to the L20V, Microza and Zeeweed 1500 modules respectively, but any of the listed OEMs could bid with the Toray and Dow UF modules. Additional OEMs listed were Wigen Water Technologies and H2O Innovation, both of whom have municipal UF installations using Dow and Toray membranes.
There were some unique circumstances with this bid that allowed such a specification, where all of the above membrane modules had previously been piloted on Missouri River water in the Dakotas, which was also the source water for this new plant. All of the qualified OEMs had at some point conducted a pilot study under the supervision of Bartlett & West (B&W), the consulting engineer managing the project and therefore were not required to pilot for this project. To be qualified, OEMs also had to have installed at least three surface water MF/UF systems between 1 – 5 MGD.
Customers Win!
With such a competitive bidding environment and probably due to the system size (2.7 MGD), only one of the ‘big three’ OEMs bid for the project. Not surprisingly, the lowest bidder (and subsequently the winner) bid with Dow UF modules and was more than 25% lower in price than the bidder with a proprietary membrane. Worth noting is that even the highest bidder was almost 30% below the engineer’s estimate, evidence of how much value can be achieved for customers with more competitive bidding. This is particularly the case for smaller systems that historically been reluctantly served by a few larger OEMs, resulting in high prices. Now that Dow and Toray offer their UF modules to multiple OEMs, smaller OEMs such as Wigen and H2O are aggressively pursuing this segment of the market, resulting in lower prices and, I am sure, happy customers!
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Dow UF System at Fort Thompson, SD OEM - Wigen Water Technologies |
You have to give credit to B&W for writing such a spec which has saved their customer a significant amount of money. B&W's client base is small to medium municipalities and they have found a way to make advanced water treatment technologies more affordable to these customers. It is unlikely you would see such a spec from a global consulting engineering firm, but then these large firms rarely deal with the smaller municipalities anyway.
While it may not be possible to bid this sort of specification for many water sources, there are many shared water supplies where multiple membrane types have been tested and OEMs have experience, allowing a more competitive bidding process. With a number of proven pressurized PVDF hollow fiber membrane now on the market, and with system designs becoming more standardized in terms of integrity testing, block and bleed valving, recovery rates and cleaning regimes, it is becoming possible to write more standardized specifications for pressurized outside-in UF modules, much like for NF/RO systems.
The end result, as the MF/UF market moves towards commoditization, is lower membrane module prices and lower system prices which means high quality drinking water becomes more affordable and accessible, particularly for smaller systems who have historically had to bear the brunt of an uncompetitive marketplace – a great example of competition benefiting the end consumer!
Tuesday, July 24, 2012
Has Journal AWWA Lost its Way?
Is new format a step forward or backward?
I used to keep the latest copy of the Journal AWWA (JAWWA) in my briefcase for a month or two as I gradually read the technical articles. Sometimes I would have several issues backed up if there were a lot of articles of interest I wanted to read.
Last week, as I flicked through the most recent issue in about 30 minutes, I wondered if the new format of extended abstracts rather than full technical papers is a step backward for the traditional readership. I was also left with nothing to read for the remaining hour of my plane trip….A couple of the abstracts looked interesting and if the full papers were there, I would have read them, but for the new format I have to go online to find the full articles. Not really practical on a plane or in the lunch room when I typically read JAWWA. Maybe I am old school, but I am not going to read a technical paper direct from my computer screen anyway, so that means I now have to print it and carry it around with me so it is available when I get time to read it on a plane or at lunch – not going to happen! The end result is I am less informed about new technical developments in the Water industry, one of the main benefits JAWWA previously had to offer me.
I can’t recall the reason the American Water Works Association gave for the new format. I probably should have said something when this was announced but I didn’t realize at the time how the changes would impact me. JAWWA is now slipping towards the tabloid status of WE&T, Waterworld and Water & Wastes Digest, which have more room for advertising and less for substance. Was the change to JAWWA to allow the inclusion of more articles to keep authors happy or allow more advertising or both? Has it been worth it?
AWWA had better be careful it does not lose members out of this change. When I was living in Australia and did not have access to AWWA conferences and Section resources, the main reason I was an AWWA member was primarily to get the Journal followed by access to the book store and technical library. I was speaking to a consultant at the recent AWWA Annual Conference in Dallas about how difficult it is to keep up with the technical reading and every few months he said he went through his pile of magazines and threw out everything except JAWWA which was a must read. I was the same, but with the new format, my JAWWA pile now goes down a lot faster – in fact I don’t have a pile now… Is that a good thing or a bad thing? Will that consultant soon also be throwing out JAWWA without looking through it?
Personally I think JAWWA is losing the technical high ground it had over other water industry publications and if it moves too far away from what previously differentiated it from these publications, will lose readership of the very people it needs to attract its advertisers and members.
I used to keep the latest copy of the Journal AWWA (JAWWA) in my briefcase for a month or two as I gradually read the technical articles. Sometimes I would have several issues backed up if there were a lot of articles of interest I wanted to read.
Last week, as I flicked through the most recent issue in about 30 minutes, I wondered if the new format of extended abstracts rather than full technical papers is a step backward for the traditional readership. I was also left with nothing to read for the remaining hour of my plane trip….A couple of the abstracts looked interesting and if the full papers were there, I would have read them, but for the new format I have to go online to find the full articles. Not really practical on a plane or in the lunch room when I typically read JAWWA. Maybe I am old school, but I am not going to read a technical paper direct from my computer screen anyway, so that means I now have to print it and carry it around with me so it is available when I get time to read it on a plane or at lunch – not going to happen! The end result is I am less informed about new technical developments in the Water industry, one of the main benefits JAWWA previously had to offer me.
I can’t recall the reason the American Water Works Association gave for the new format. I probably should have said something when this was announced but I didn’t realize at the time how the changes would impact me. JAWWA is now slipping towards the tabloid status of WE&T, Waterworld and Water & Wastes Digest, which have more room for advertising and less for substance. Was the change to JAWWA to allow the inclusion of more articles to keep authors happy or allow more advertising or both? Has it been worth it?
AWWA had better be careful it does not lose members out of this change. When I was living in Australia and did not have access to AWWA conferences and Section resources, the main reason I was an AWWA member was primarily to get the Journal followed by access to the book store and technical library. I was speaking to a consultant at the recent AWWA Annual Conference in Dallas about how difficult it is to keep up with the technical reading and every few months he said he went through his pile of magazines and threw out everything except JAWWA which was a must read. I was the same, but with the new format, my JAWWA pile now goes down a lot faster – in fact I don’t have a pile now… Is that a good thing or a bad thing? Will that consultant soon also be throwing out JAWWA without looking through it?
Personally I think JAWWA is losing the technical high ground it had over other water industry publications and if it moves too far away from what previously differentiated it from these publications, will lose readership of the very people it needs to attract its advertisers and members.
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