| | Posted 1/25/2007 1:32:53 PM | |
| Forum Newbie
       
Group: Forum Members Last Login: 3/10/2008 3:00:39 PM Posts: 2, Visits: 4 |
| | I am trying to figure out which bulbs we should be using to treat wastewater effluent with <30/30 BOD/TSS effluent from a fabric filter. Flow rates through the uv units are are about 35 gpm. Also can someone recommend a good current book (last couple of years) or report summarizing status of UV systems and components? Thanks |
| | | Posted 1/25/2007 7:13:43 PM | |
| 
Supreme Being
       
Group: Forum Members Last Login: 10/9/2008 10:57:27 AM Posts: 260, Visits: 692 |
| You need to know your % Ultraviolet transmission (%UVT) first of all to see how much UV power you need to penetrate the water. Low %UVT will require lots of power making it uneconomical. 65% UVT is the cut off usually. %UVT can be drastically affected by industrial discharges. Printed circuit boards process uses "UV photo resist" to make the boards. The waste chemicals may look completely clear in normal light, but they can totally block UV light. I had a sample that looked like tap water, but I had to dilute 1:100 to get a reading above zero. Buy a meter and start monitoring %UVT, you can have seasonal changes. Cleaning is another issue; a pilot is the only way to test how often cleaning is needed. Bulb orientation is another choice. If the bulbs are parallel to flow your choices for flow pacing are to turn entire modules on or off or dim them with more complex ballasts. Lamps perpendicular to the flow can turn on and off individually or in rows as the flow changes which is much more economical than switching on lamps a module at a time. Perpendicular lamps don't have electrical connections underwater like the parallel ones do. Still another choice in low or medium pressure lamps. Low pressure are more efficient, better if you have high power costs and lots of room and manpower available for manual cleaning, medium is much more compact and powerful, better for higher flows and typically have a mechanical wiper system to reduce manpower costs. Contact your permit agency field guy and ask him what he has seen work well in your state. Support is important too, a "fly by night" firm can throw some lamps together and call it a system, don't buy the cheapest stuff you can find, require a minimum number of installations and call them to see how the stuff works long term. You might be able to tell my bias is to perpendicular, medium pressure with an automatic wiper system for 5 MGD or more. Perpendicular, low pressure for smaller flows or high power costs. . |
| | | Posted 1/30/2007 3:12:12 PM | |
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Group: Forum Members Last Login: 3/10/2008 3:00:39 PM Posts: 2, Visits: 4 |
| | We have low flows, 35 gpm and have measured transmittance which was 71%. We had already decided on parallel bulbs due to the low flow. What I need is more information on low pressure versus low pressure high output bulbs (LPOH); the LPOH are more expensive so I am interested in other peoples experiences with LPOH versus std low pressure bulbs. Problems with ballasts? bulb life? cost effectiveness? Also ff someone knows a good comparsion they could point me towards that would also be appreciated. Thanks, |
| | | Posted 2/14/2007 10:18:10 AM | |
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Group: Forum Members Last Login: 5/22/2007 8:43:20 AM Posts: 3, Visits: 15 |
| | From the flow rate you posted, it looks like your best bet would be to use a LPHO (non-amalgam) lamp. The lamps should have less than 100W power consumption and will cost less than LPHO amalgam lamps. |
| | | Posted 8/4/2007 5:25:37 AM | |
| Junior Member
       
Group: Forum Members Last Login: 2/1/2008 6:26:27 AM Posts: 23, Visits: 77 |
| | Two issues: Firstly you cannot use UV on a 20/30 effluent. UV will probably only work on a 10/15 BOD/SS effluent, as higher levels of SS contain too many coliforms that are difficult (shielded) to disinfect, to achieve a 200 MPN/100 mL median limit. Regarding lamp selection, please see my response on the question of Comparison of open vs closed UV systems. MP lamp systems have twice the operating cost of LP lamp systems. MP lamp systems are more compact, if space is an issue. I would recommend LPHO for most medium sized wastewater systems (200 m3/d - 10,000 m3/d av dry weather flow). Below this plant size LP lamp systems may be sufficient. I recommend that if you prepare a Tender you seek performance guarantees on electricity consumption and lamp replacement costs, so you can do a life-cycle cost assessment. You should also consider cleaning effort, which is usually 3 monthly for unwiped systems or 6-12 months for wiped systems. One issue that is VERY IMPORTANT is to carry out a comprehensive sampling program to measure UV transmittance. I suggest over a year (eg monthly-weekly samples). Please see my other post on comparison of open vs closed systems. Regards Grant H |
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