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Calibration of Floating Roof Storage Tanks-Reg

11/16/2013 9:31 AM

Dear Members,

(a)How to calculate the in-accurate position and accurate position of the storage tank while calibrating a "Floating Roof Storage Tanks"

(b)Can any one explain me about the "Long Leg Position" and "Short Leg" position in the "Floating Roof Storage Tanks"

(c)How to adjust the roof weight of the tank when it is displaced with water.

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#1

Re: calibration of floating roof storage tanks-reg

11/16/2013 11:27 AM

Your homework should come with a diagram that explains this structure.

Also, we don't do homework.

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#2

Re: Calibration of Floating Roof Storage Tanks-Reg

11/16/2013 11:40 AM

A tank is a tank is a tank. What on Earth needs calibrating?

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#5
In reply to #2

Re: Calibration of Floating Roof Storage Tanks-Reg

11/16/2013 7:23 PM
Re: Calibration of Floating Roof Storage Tanks-Reg
Storage tanks in tank plants need calibration in most of the countries. There is a difference in an empty tank calibration and full calibration. A tank "sets" when it receives the load: the floor sinks down to its bed (all is made with weld steel plates and lie down on a base floor)

In 1977 our company built a robot to calibrate these tanks. Before the tanks had to be emptied and through the manhole(s) scaffolding had to be errected. From there calibration took place with measuring lead lines (verticals) from top to bottom at defined distances.

This, and the height was the basis to calculate the volume.

Later on, a laser scanner was used from the midpoint of the floor and projections were made, calculated and processed in a computer program to calculate the volume also.

Big tanks have m3 of product per mm height. Product disappears for several reasons and client and storage company want to keep records.

A full tank versus a empty tank can also have lots of m3 content differences.

The SGS group, Depauw and Stockoe is using this robot on full tanks, on the outside. It measures also vertical lines on the steel hull, records deformations from welding, measures material thickness and provides data to calculate the volume within 0.01 %. Till now still one of the most economic ways to measure and provide a calibration document within a day. The scaffold method takes weeks and the laser method also 1 day after emptying and degassing the tank. Renting tanks is very expensive.

Tanks also tend to find a position in the beds, diverting from vertical.

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#6
In reply to #5

Re: Calibration of Floating Roof Storage Tanks-Reg

11/18/2013 4:36 AM

All very interesting. So how does this relate to the original poster's query when the question asked relates to a tank the size, shape, contents, temperature, pressure, configuration of which and the need for which have not been revealed?

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#7
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Re: Calibration of Floating Roof Storage Tanks-Reg

11/18/2013 5:02 AM

To answer your question, I refer to Solar Eagle beautiful reference link where everything is explained in full. It will take a while to work through it.

Since the OP asks about a tank with a floating roof, only hydrostatic pressure + weight of the roof.

The need is for safety reasons -a burning tank is a nightmare, a leaking tank a loss and a collapsing tank to avoid. Great Britain had one of the world's biggest tank fires ever and each tank has to have a well kept logbook to contain the risks and determine the de- commissioning. I just found that stating a tank is a tank, needed some elaboration. Probably my bad character. All the best. D.

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#3

Re: Calibration of Floating Roof Storage Tanks-Reg

11/16/2013 3:18 PM

If you can manage to read all this you will probably have your answers....

http://eprints.usq.edu.au/8503/1/Kuan_2009_Main_Project.pdf

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#4

Re: Calibration of Floating Roof Storage Tanks-Reg

11/16/2013 4:32 PM

A floating roof suggests that the cross-section is uniform from bottom to top; hence, volume is proportional to depth. V = KdA.

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#8

Re: Calibration of Floating Roof Storage Tanks-Reg

11/18/2013 9:07 AM

I worked in pipeline fuels for over a decade. My experience is mostly in operations and not construction or maintennace so I can't say much about calibration.

The long leg and short leg refers to the landing legs that suppor the floating pan when the tank is empty. It is usually kept on short legs unless someone will need to go under the pan after the tank is empty (for work / cleaning / inspections). The legs go through the pan and are held in with pins. We had heavy duty 'socks' that fit over the legs to prevent evaporative losses and water intrusion.

We only took level readings when the roof was drained of water. All of the tanks I worked on had an open drain that was affixed to the roof and went through the fuel in a hinged pipe and emptied into the diked in area. We inspected the drains for signs of product and leaking hinges. Only once did I find a tank that had a plugged drain that had accumulated about 2 ft of water on top of the floating pan.

We used automatic tank gauging equipment for most accounting purposes but would calibrate the ATG monthly by 'sticking' the tanks with a metal tape. With floating pan or cone roof tanks, we used the depth of the fuel on the tape and I didn't do anything to account for the floating pan. We did adjust the quantity by a volume correction factor with regard to temperature; fuel was accounted for as if it was at 60° F.

The floating roof was constructed of separated sections and we also inspected the 'pontoons' by lifting an open lid and looking for water or fuel.

Drew K

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