P&T compensation for flow measurement
P&T compensation for flow measurement
(OP)
Hai
I wish to compensate for the kg/hr flow indication sent by a dp (orifice) meter.
I want to use the below formula
F_comp = F_act * (((T_ref * P_act)/(T_act*P_ref))^0.5)
F_ comp = compensated flow in kg/hr
F_act = actual flow in kg/hr form transmitter
T_ref = T_ref in degC + 273.15
P_ref = P_ref in kgf/cm2g + 1.033
T_act & P_act are operating pressure
What is the correct reference temp and pressure to use?
2 sets of information I have are
the design data in meter datasheet
calibration sheet of the transmitter where a 0 to 2500mmH2O at 20degC water was used calibrating from 0 to 100% of transmitter range.
Instrument engineers do have the correction but the underlying principle is not clear. I wanted to know the principle and correct quantities that must be used.
I wish to compensate for the kg/hr flow indication sent by a dp (orifice) meter.
I want to use the below formula
F_comp = F_act * (((T_ref * P_act)/(T_act*P_ref))^0.5)
F_ comp = compensated flow in kg/hr
F_act = actual flow in kg/hr form transmitter
T_ref = T_ref in degC + 273.15
P_ref = P_ref in kgf/cm2g + 1.033
T_act & P_act are operating pressure
What is the correct reference temp and pressure to use?
2 sets of information I have are
the design data in meter datasheet
calibration sheet of the transmitter where a 0 to 2500mmH2O at 20degC water was used calibrating from 0 to 100% of transmitter range.
Instrument engineers do have the correction but the underlying principle is not clear. I wanted to know the principle and correct quantities that must be used.





RE: P&T compensation for flow measurement
Now, if you were talking about volume flow rate then it is appropriate to state it in either actual flowing conditions or based on a reference condition. The reference condition is usually called "standard temperature and pressure". The problem is that "standard" is whatever two people agree it is. There are dozens of "standards" written into contracts, regulations, and conventions. None of them is anything like universal. I've seen 1 bar (14.5 psia) and 0C (32F). I've seen 101.56 kPa (14.73 psia) and either 0C or 15C (59F), etc. There are many standards. I regularly see one set of numbers used for a gas sales contract and another used to report volumes to the government.
In your equations above, the first one is a mess. It should be:
F_comp=F_act*(P_act*T_ref*Z_ref)/(P_ref*T_act*Z_act)
(I added compressibility and deleted the square root), but the units would be something like m^3/hr or Nm^3/hr, or Sm^3/hr (where the "N" is "normal" and the "S" is "Standard".
Finally the 1.033 kgf/cm^2(g) is supposed to be local atmospheric pressure, which has the value you referenced in very (rare) specific cases.
If you are going to use the horrible term "kgf" then you have to be prepared to convert it to "kg" using a metric version "gc" which I'm not going to get into here.
David
RE: P&T compensation for flow measurement
RE: P&T compensation for flow measurement
It is basic that for a orifice meter the vol flow rate (and not mass flow rate) is proportional to square root of DP/rho. Since Transmitters have the capability to perform the square root extraction, a signal of 4 to 20 is sent proportional to the measured differential head (ie., DP/rho). Instead of interpreting the signal as vol flow rate in DCS, it is directly scaled for the mass flow rate.Afterall for constant density mass flow rate is proportional to vol rate.
But when rho varies the DP put by the fluid also changes. Hence it needs compensation though DCS is scaled for a mass flow rate. Had the signal been from a coriolis this would not be neccessaray. Therefore the reference density becomes important for compensation. I wanted help on that part to which of the values to be used as reference.
RE: P&T compensation for flow measurement
Your statement that if the meter were a Coriolis meter the compensation wouldn't be necessary is ludicrous. Coriolis meters infer a velocity from the vibration frequency of a bent pipe and an assumed density. You have to then convert the frequency to a velocity somewhere. At that point you have velocity, assumed density, and flow area and can get a mass flow rate "directly". Oh yeah, velocity times flow area is volume flow rate, so you are not really skipping a step.
You really need to get your head around what is happening in the process. Step 1: measure something that can be used to infer a velocity. Step 2: convert the velocity to a volume flow rate. Step 3: convert the volume flow rate to a mass flow rate. Step 4: convert the mass flow rate to a volume flow rate at standard conditions. Your equation was trying to combine step 3 and step 4. That is a common (and reasonable) thing to do, but when you don't have it clear in your head that it is two steps you muddle it. Mass flow rate is volume flow rate times density.
Whether a particular mathematical operation happens in a transmitter or an RTU or a DCS really doesn't matter as long as the right math is done. Volume flow rate at actual conditions gets converted to volume flow rate at reference conditions. Mass flow rate does not require a compensation.
If your question really is "what temperature and pressure should I use for "standard"?", then the answer is "check your contract or regulatory requirements". There actually are dozens of possible values.
David
RE: P&T compensation for flow measurement
Now let's find the reference point. The design conditins of the flow meter is your reference point regardless the design condition for standard condition or for a specific T & P.
RE: P&T compensation for flow measurement
It depends on what you are going to do with the data. For custody transfer I'm not going to give away 1.1% of my revenue (at 100 psig) because I'm too lazy to do a simple calculation. For a plant balance I probably still have a problem with an error of 10.2% (at 1000 psig) out of the box.
Any pressure above about 3 bar(g) should have compressibility. When I was doing gas measurement (custody transfer more than anything else), we jumped through every hoop we could find to minimize uncertainty. Skipping this simple calculation (without acid gas or Nitrogen in the stream, the GPSA simplified calculation is excellent and it doesn't require iteration) does not seem reasonable to me.
David