Welcome Guest! The IOSH forums are a free resource to both members and non-members. Login or register to use them

Postings made by forum users are personal opinions. IOSH is not responsible for the content or accuracy of any of the information contained in forum postings. Please carefully consider any advice you receive.

Notification

Icon
Error

Options
Go to last post Go to first unread
Digger33  
#1 Posted : 20 February 2016 12:25:15(UTC)
Rank: New forum user
Digger33

Anyone have any experience in this area? A local company has been doing this for years.They recently bought new filling equipment (to deal with manual handling issues) but failed to address the HSE ACOP that states Splash Filling should be eliminated and all measures to reduce static should be employed. The liquid drops from the nozzle approx 8 feet to the tanker bottom. A COMPEX trained employee also noted that the ATEX zone 1 rated rig extends into the Zone 0 rated tanker space by 30cm, the loading tube is made of aluminium. Since installing the equipment ( but not before) they have "risk assessed" their way out of the situation using the conductivity of the liquid as their only defence and commissioned it. The liquid is a solvent based (Xylene) Resin loaded at an elevated temperature of 90 degrees c. During loading solvent fumes can be seen leaving the tanker loading hatch. Operators often sit on the loading gantry during filling but the process is occasionally left unattended. The tanker is earthed but the loading pump does not cut out if the earth is lost. The operation takes place approx 75m from local houses and 50m from the public highway. On the basis that: 1. The HSE ACOP states that Splash filling should be eliminated (But Hasn't) 2. The ATEX rating doesn't seem to match the application. 3. The Likelihood of a incident has been deemed low (by someone with a vested interest in not rocking the boat) but the consequences could be catastrophic. and 4. The only actual safety system in use is rudimentary at best. Should the local population have anything to worry about?
Ian Bell2  
#2 Posted : 20 February 2016 13:38:50(UTC)
Rank: Super forum user
Ian Bell2

Haven't got time to write full reply at the moment. For the hazardous areas, I would have used publication IP15 3rd edition to assess the xylene product and to determine the extent of hazardous areas. If a Zone 1 has extended into the Zone 0, then the Zone 0 will take priority. Splash filling is probably not good, need to know more about the xylene properties see BS60079-part 20 for material properties when working out ATEX ratings and hazardous area extents. Auto-ignition temp, UEL/LEL %, T ratings etc. Splash filling isn't good. Bottom filling is better, keeping the hose end/pipe end submerged... More later
Ian Bell2  
#3 Posted : 21 February 2016 13:18:28(UTC)
Rank: Super forum user
Ian Bell2

Ok, a bit more. If the houses and road are 75m & 50m away they will be outside of the hazardous area. Typically hazardous areas don't extend more than 10m/20m - usually less if the system is at atmospheric pressure - but it depends on a number of factors - properties of the xylene, ventilation available. I would assume being an outside location the ventilation is good and always available. So the extent of the LEL is likely to be relatively small. Its normal to work out the LEL extent to '1/2 LEL', beyond which ignition isn't usually considered a problem. However, there is always a risk of a local fire on the site where the tankers are being loaded. Is the site confined/congested or open - this will also give an indication of the risk of an explosion - but see above about ventilation. However if all at atmospheric pressure then a pool fire (see below) is probably the most likely fire scenario. What about the site topography? Could you have a running pool fire? Site drainage should capture run off. It would be a concern about the loading being left unattended, if the operation is entirely manual. Overfilling/spilling being a potential problem. Is there an automatic cut off to the pump once the tanker is full? If so is the cut off control system SIL rated? More info required.
Ian Bell2  
#4 Posted : 21 February 2016 13:24:01(UTC)
Rank: Super forum user
Ian Bell2

Ok, a bit more. If the houses and road are 75m & 50m away they will be outside of the hazardous area. Typically hazardous areas don't extend more than 10m/20m - usually less if the system is at atmospheric pressure - but it depends on a number of factors - properties of the xylene, ventilation available. I would assume being an outside location the ventilation is good and always available. So the extent of the LEL is likely to be relatively small. Its normal to work out the LEL extent to '1/2 LEL', beyond which ignition isn't usually considered a problem. However, there is always a risk of a local fire on the site where the tankers are being loaded. Is the site confined/congested or open - this will also give an indication of the risk of an explosion - but see above about ventilation. However if all at atmospheric pressure then a pool fire (see below) is probably the most likely fire scenario. What about the site topography? Could you have a running pool fire? Site drainage should capture run off. It would be a concern about the loading being left unattended, if the operation is entirely manual. Overfilling/spilling being a potential problem. Is there an automatic cut off to the pump once the tanker is full? If so is the cut off control system SIL rated? More info required.
Ian Bell2  
#5 Posted : 21 February 2016 16:06:17(UTC)
Rank: Super forum user
Ian Bell2

Sorry for the double post - don't know why the IOSH site does it!! Mods, please delete this post and one of the double posts, to tidy up the discussion.
Ian Bell2  
#6 Posted : 21 February 2016 16:14:32(UTC)
Rank: Super forum user
Ian Bell2

Other issues to think about. In the event of a pool fire - what fire protection does the taker loading bay have? A fire spray/deluge system? As part of the fire consequence assessment for a pool fire, it should be determined what the fire thermal out put is likely to be in terms of kw/^2. Heat effects on personnel are evaluated using simple and pessimistic Rule Sets based on human response to 5, 12.5 and 37.5 kW m-2. Escape is assumed at 5 kW m-2 but fatalities within minutes assumed at 12.5 kW m-2 and instantaneous death at 37.5 kW m-2. American standard API 521 give further guidance. People can't tolerate more than about 1.58kw/m^2 without injury. A pool fire could still cause damage to the adjacent houses and people passing by along the road. Do pedestrians walk along the boundary fence/road? Or is it mostly vehicles.
Digger33  
#7 Posted : 21 February 2016 21:26:15(UTC)
Rank: New forum user
Digger33

I'm afraid I'm going to have to look into this further although I'm not sure how extra much information I can get. As a local resident with a good engineering knowledge and an understanding of risk assessments I'm kind of acting on information from concerned employees and on behalf of concerned residents. Let me get back on this one. many thanks for you input thus far.
Ian Bell2  
#8 Posted : 22 February 2016 10:03:02(UTC)
Rank: Super forum user
Ian Bell2

http://www.hse.gov.uk/pubns/priced/hsg176.pdf Para 122 refers to the bad practice of splash filling.
JohnW  
#9 Posted : 22 February 2016 11:50:39(UTC)
Rank: Super forum user
JohnW

Digger33 wrote:
The liquid is a solvent based (Xylene) resin loaded at an elevated temperature of 90 degrees c.... During loading solvent fumes can be seen leaving the tanker loading hatch........ The tanker is earthed but the loading pump does not cut out if the earth is lost.
There is a serious potential explosion risk here because the Flash Point of xylene is about 27-29 degC, the vapour leaving the tanker has sufficient air for combustion, so any spark outside the tanker will cause an explosion. JohnW
Ian Bell2  
#10 Posted : 22 February 2016 11:57:43(UTC)
Rank: Super forum user
Ian Bell2

A 'flash fire' is more likely as the vapour is free to expand if ignited. The ventilation is good & always available. An explosion occurs where ventilation is poor and the plant/equipment is congested/confined which allows an over pressure to build up in the event of an ignition of the vapour cloud. There is a difference in terms of how such events are looked at from the process safety point of view. If there is no explosion/pressure wave then the adjacent houses are not likely to be damaged.
JohnW  
#11 Posted : 22 February 2016 12:25:04(UTC)
Rank: Super forum user
JohnW

I don't agree completely with what you have said Ian. Explosion can be assisted by good ventilation if it provides sufficient air/oxygen to a fuel and spark in the right vapour concentration. Think of Buncefield - that started with an explosion, and it seems to have been an unconfined vapour cloud explosion, also known as a fuel-air explosion. JohnW
bleve  
#12 Posted : 22 February 2016 14:07:21(UTC)
Rank: Super forum user
bleve

Agree with Ian A flash fire would be more likely, VCE is highly unlikely in this scenario
Ian Bell2  
#13 Posted : 22 February 2016 14:46:46(UTC)
Rank: Super forum user
Ian Bell2

Also the Buncfield vapour cloud was much bigger - so probably some area of the cloud were confined by the surrounding buildings/equipment etc. Before ignition happened. The scenario given here is a much smaller, open area vapour cloud.
JohnW  
#14 Posted : 22 February 2016 15:08:05(UTC)
Rank: Super forum user
JohnW

I am using the word explosion as when HSE refer to when an explosive atmosphere is formed. http://www.hse.gov.uk/fireandexplosion/about.htm It is not helpful to the original poster to argue over explosion or flash fire.
Ian Bell2  
#15 Posted : 22 February 2016 17:30:42(UTC)
Rank: Super forum user
Ian Bell2

Who is arguing? The HSE page you have linked to is but the 'headline overview'. Specific conditions have to be present for a true explosion. In actual facts many fuel 'explosions' are not true 'explosions' but deflagrations. The speed of the shockwave is not high enough to be considered an explosion when compared against true explosives which generate higher over pressures.. The process safety precautions are somewhat different for flash fires than process explosions. It matters - as the major accident hazard scenarios go some way to determining plant layout, explosion venting, structural strength of structures etc to name but a few issues to consider. It isn't only me who thinks a 'flash fire' is the more likely scenario for the situation explained.
bleve  
#16 Posted : 22 February 2016 18:05:18(UTC)
Rank: Super forum user
bleve

Ultimately the splash (free fall) filling of a non conductive liquid has the potential to result in ignition due to the accumulation and discharge of static electricity. The source of ignition in this case can be controlled via dip tube or bottom filling (dip tube is probably easier at this point). Other points to consider: What are the ignition sources associated with the parts of the zone 1 rated equipment present within the Zone 0 (are we correct that this zone 0 is the tanker head space?) What presents tanker overfill when unattended? What secondary containment is present at the loading area, as this will impact the extent of pool dimension and radiant heat flux What barriers (height,construction and distance) are present between loading location and boundary.
bleve  
#17 Posted : 22 February 2016 18:13:18(UTC)
Rank: Super forum user
bleve

Prevents Tanker overfill
Ian Bell2  
#18 Posted : 22 February 2016 18:56:21(UTC)
Rank: Super forum user
Ian Bell2

Agree with BLEVE.
Digger33  
#19 Posted : 23 February 2016 22:10:41(UTC)
Rank: New forum user
Digger33

Some positive movement on this. The Health and safety chap on site has come down on the side of the concerned employees and told the Engineering Bods that risk assessed it that submerged is what is required to eliminate the static risk. They were relying entirely on flow rate and conductivity (and a person to do their job perfectly every single time) but failed to take into account Solvent flushes and raised product temp. So a step in the right direction toward best practice it seems. Other issues have been raised and it looks like earth/pump interlocks and better ignition source control will follow. looks like they may be dragged into the 21st century after all.
bleve  
#20 Posted : 24 February 2016 12:00:24(UTC)
Rank: Super forum user
bleve

Thanks for taking the time to provide an update Regards
JohnW  
#21 Posted : 24 February 2016 16:09:30(UTC)
Rank: Super forum user
JohnW

Well done Digger, hoping for a safe completion of the changes to the job. JohnW
Users browsing this topic
Guest (2)
You cannot post new topics in this forum.
You cannot reply to topics in this forum.
You cannot delete your posts in this forum.
You cannot edit your posts in this forum.
You cannot create polls in this forum.
You cannot vote in polls in this forum.