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How To Calculate Steam Vent Flow?
#1
Posted 11 September 2008 - 09:09 AM
#2
Posted 13 October 2011 - 10:16 AM
#3
Posted 13 October 2011 - 04:31 PM
Seeing that deaerator vent under discussion has no orifice, valve, or restriction, it seems that excess steam escapes to atmosphere, together with non condensables. Plume seen at local deaerator vents was much shorter than 3 m, yet this steam "escape" may be too small to be detected by a heat balance. It had better be measured on field, if this is possible.
Concerning a theoretical calculation of possible (max) steam escape, "steam vent.xls" is attached (for want of something more precise), trying to consider the vent pipe as a PSV of 3" opening. This is subject to comments by others. PSV sizing is based on http://books.google....0factor&f=false.
It seems that a suitable valve or orifice has to be placed on the vent pipe.
Attached Files
Edited by kkala, 13 October 2011 - 10:13 PM.
#4
Posted 15 October 2011 - 06:50 PM
I would suggest that you run few sensitivity cases assuming different mix of air and steam at the inlet of the vent inside the deaerator and see if there is much variation. You may find that there teh flow is not overly dependent on teh composition anyway.
kkala, I dont think you could use the the PSV flow correlations to estimate the flowrate. Flow throuygh the PSV is sonic and is goverened by altogether different equations.
#5
Posted 17 January 2012 - 05:28 PM
1. Steam flow can be choked only if vent pipe is very short, less than 1 m. Assuming zero length of vent pipe and ideal gas (bizarre for steam), steam discharge to atmosphere is estimated at 5081 - 5206 kg/h.
2. Assuming zero length of vent pipe and using the PSV flow correlation by Matthews, steam discharge is estimated at 4549 kg/h, a rate more precise than above. Correlation was checked against critical mass flows given for steam in Tables and found OK.
3. Steam flow is no longer choked, if vent pipe of 3" dia is longer than about 1 m. For ~ 1 m pipe length, steam discharge to atmosphere is estimated at 4940 - 5450 kg/h.
Details can be seen in the attached spreadsheet and comments are welcomed.
At any case previous conclusions are verified. Loss of steam from vent is excessive, a needle valve (1") can be a solution (or an orifice) according to Spirax Sarco. Nornally the vent should discharge 0.5-2 kg steam per ton of steam ingoing to deaerator, see http://www.cheresour...e-calculations/.
Above estimates do not consider that air is also discharged to atmosphere through the vent, roughly at a rate of 1 m3 air per 4.4 m3 steam. So steam discharge will be less, although this does not change the conclusions.
Attached Files
Edited by kkala, 17 January 2012 - 05:37 PM.
#6
Posted 18 January 2012 - 04:58 AM
mass flow kg/h = SQRT(0.08 x Diameter^5 x Pressure drop x density/ Equivalent Length)
2. Where density is in kg/m3, pressure in bar, diameter in mm, equivalent lenght in m.
3. By using following data:
Diameter = 76 mm
Pressure drop = 0.85 bar
density = 1 kg/m3
Equivalent length = 10 m
flowrate = SQRT(0.08 x 76^5 x 0.85 x 1 / 10)) = 4152.3 kg/h
Edited by S.AHMAD, 18 January 2012 - 05:00 AM.
#7
Posted 18 January 2012 - 01:21 PM
- Equivalent (total) length = 1 + (0.5+1)*55*0.0779 = 7.4 m
coefficient of entrance loss K= 0.5, K of exit loss = 1.0, internal pipe dia = 0.0779 m, multiplier to approximately convert Ks into equivalent length diameters=55 (for gases similar to air, Perry 5th ed, p. 5-35).
- Int diameter = 77.9 mm
- Frictional pressure drop = 0.85 bar
- steam density at deaerator / start of pipe = 1.06 kg/m3
Thus flow rate =SQRT(0.08*77.9^5*0.85*1.06/7.4) = 5286 kg/h, agreeing rather well to the corresponding case of post No 5 (case D in steam vent.xls).
#8
Posted 18 January 2012 - 07:36 PM
Edited by S.AHMAD, 18 January 2012 - 07:37 PM.
#9
Posted 19 January 2012 - 07:14 AM
Based on my calculation , pipe 1m long , 77.93 mm ID,pipe steel , rugosity :0.2 mm , Ki = 0.5+1
steam at 118C ( saturated 1864 mbars ) , viscosity = 0.013 cpo
Pressure drop :850 mbars
hypothesis 1 ( Isotherm ) :flow rate = 3600 kg/h
hypothesis 2 ( adiabatic) : flow rate = 3900 kg/h
Hope this helps
Breizh
Edited by breizh, 19 January 2012 - 08:24 AM.
#10
Posted 19 January 2012 - 07:32 PM
I have done similar calculation using adiabatic flow equation for non-ritical flow
Using same data as kkala and breizh I have 3,800 kg/h by assuming a vent of straight pipe of 1.5 m.
This figure agrees very well with breizh nmber which I believe more accurate than the simplified equation which is taken from the Spirax SArco Book.
Attached is an EXCEL Spreadsheet. Appreciate if someone review the spreadsheet and revert any comments. All members are allowed to use the program but the writter is not responsible for any inaccuracy of the result.
Instruction How to use the program:
1. Click on the sheet InputData
2. Change the input data e.g. pressure
3. Click RUN PROGRAM botton
Attached Files
#11
Posted 07 May 2012 - 04:42 AM
#12
Posted 08 May 2012 - 09:33 PM
There is a formula to calculate the vent rate at the adress below:
http://www.plantsupp...ad/PSE_BP_2.pdf
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