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Closed Tank Level Measurement using DP Transmitters

 Hydrostatic head instruments for measuring liquid level in vessels operating above atmospheric pressure uses the full capability of the differential pressure instruments with both sides of the measuring element connected to the vessel.


The differential pressure transmitter, enables an automatic subtraction of the pressure on the LP side, from the total pressure appearing at the HP side. This is accomplished as shown in diagram above, where the LP is connected above the maximum predicted level. With this arrangement, each increment of pressure above the liquid surface is applied to both capsule assemblies of the transmitter, and since they are in opposition, the increment is cancelled. Only the hydrostatic pressure, which is applied to the HP, is effective in causing any response to the transmitter, which is proportional to the level.

The DP transmitter have inbuilt pressure sensors like Diaphragm, capsules, strain gauges etc to measure the differential pressure. The pressure sensor converts the measured pressure into parameters like millivolts, capacitance, resistance etc depending on the type of pressure sensor we are using inside the DP transmitter. Generally a Wheatstone bridge will be used to convert resistance, capaciatance or inducatance type of pressure sensor outputs into electrical signal like millivolts or volts which is proportional to the pressure, then transmitter converts the pressure into equivalent Level Signal accordingly.

The tank bottom tapping point is High pressure (HP) tapping point and Tank top tapping is Low Pressure (LP) tapping point. The DP Transmitter is connected at these HP & LP tapping points accordingly.

The DP Transmitter calibration parameters will vary depending on installation & seal system also. Generally we can see three possibilities of installation of a transmitter in the field.

They are :

Transmitter installed Exactly at HP tapping point ( Ideal & preferred way of installation)
Transmitter installed above HP tapping point ( Not preferable, Chance of bubble formation in the impulse line)
Transmitter installed below HP tapping point (Error can be compensated effectively)
So we have to calibrate the transmitter depending on the type of installation in the field. The calibration formula will vary slightly depending on the installation.Every transmitter have two important parameters, they are Lower Range Value (LRV) & Upper Range Value (URV). We have to calculate the LRV & URV values based on type of installation. The below figures with formulas dictates the calculations. After calculating the values, configure the same parameters in the transmitter using HART communicator.

Here we are discussing two types : Wet Leg & Dry Leg

Wet Leg : if LP impulse line is filled with liquid like water, glycol, glycerin or liquid inside tank

Dry Leg : if LP impulse line is filled with air, gas or any other gases.

The hydro static pressures applying on DP transmitters will vary depending on wet leg or dry leg. so we have to consider these & calibration formula also varies accordingly.

We can only decide for a particular DP transmitter is having Wet leg or Dry leg from the field installation & its process application. Sometimes we can make a dry leg installation into wet leg by filling water into the LP impulse line also.

Transmitter mounted leveled with the min. level
With wet leg ;

Span = ρp • g • H , or, = SGp • h

With dry leg ;

Span = ρp • g • H , or, = SGp • h
With wet leg ;

Zero Elevation = − (ρf • g • x)

Span = ρp • g • H

With dry leg ;

Not preferable

Therefore, for calibration;

4mA (LRV) = Min. Head + Zero Elevation

20mA (URV) = Span + Zero Elevation

Transmitter mounted below the HP tap ;
With dry leg ;

Pw at min. level = (SGf • x)

Pw at max. level = (SGf • x) + (SGp • H)

Span = SGp • H

With wet leg ;

Zero Suppression = − (ρf • g • h) ,or, = − (SGf • h)

Span = ρp • g • H , or, = SGp • H

Therefore, for calibration;

4mA (0%) = Zero Elevation

20mA (100%) = Span+Zero Suppression

Transmitter mounted below HP tapping point  & Minimum Level is Elevated
With wet leg ;

Pw min = (SGp • y) − (SGf • d)

Pw max = (SGp)(x + y) − (SGf • d)

Span = ρp • g • x , or = SGp • x

With dry leg ;

Pw at min. level = (SGf • z) + (SGp • y)

Pw at max. level = (SGf • z) + (SGp)(x+y)

Span = SGp • H

NOTE:

ρp = density of process liquid in the tank
ρf = density of fill-liquid in the tubing
ρu = density of upper liquid
ρl = density of lower liquid
SGp = std. gravity of process liquid.
SGf = std. gravity of fill liquid
SGu = std. gravity of upper liquid
SGl = std. gravity of lower liquid
Pw = equivalent head of water

Article Source : N. Asyiddin


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