|

Deaerator Vessel Vacuum Relief Device Sizing Bases Calculation
#1
Posted 22 September 2011 - 03:36 AM
#2
Posted 22 September 2011 - 08:14 AM
If the MAWP < 15, then you probably have an API2000 case. If so, the first order of business would be to determine if it is built to API 620 or 650, as this gives you info regarding the actual pressue design range.
Assuming a low pressure vessel (API2000), then apply the standard you have found. You did not mention a fire case - if indeed you could have one, then apply the info in API 2000 to that also.
#3
Posted 22 September 2011 - 08:18 AM
Deaerators are pressure vessels, so you ought not be looking in API 2000.
Theoretically, the vacuum can get as low as the vapor pressure of the water feed stream, at its coldest temperature. Typical practice is to use a check valve as the relief device. That always seemed odd to me, but it's common industry practice, and apparently it has proven to be successful. Alternatively, you can use a common vacuum relief vent device if you can find one rated for the operating conditions (T & P) of the deaerator. Unless the operating pressure is very low, it'll probably be hard to find a VRV with the necessary T & P rating - I think that explains the common practice of using check valves.
#4
Posted 22 September 2011 - 09:56 PM
As a recommended practices Deaerator should have been designed for full vacuum which unfortunately is not. Now I want to prepare a data sheet for vacuum relief device for which I need to know required capacity under all contingencies. I could not get the recommended guidelines that if vessel if bottled up with only steam inside and steam starts to condense owing to ambient or cold water in, what rate should I assume.
As long as fire is concerned, it will be required for internal pressure case not for vacuum case.
Hope this clarifies by issue in detail.
#5
Posted 22 September 2011 - 10:02 PM
#6
Posted 26 September 2011 - 05:50 AM
As a recommended practices Deaerator should have been designed for full vacuum which unfortunately is not. Now I want to prepare a data sheet for vacuum relief device for which I need to know required capacity under all contingencies. I could not get the recommended guidelines that if vessel if bottled up with only steam inside and steam starts to condense owing to ambient or cold water in, what rate should I assume.
FMS,
You rightly stated the practice would be applied on Deaerator design against external pressure and it should normally be designed for full vacuum conditions, but i was faced with a case in which the Deaerator was designed for partially vacuum conditions and consequently equipped with vacuum breaker.
The worst case for vacuum design of a vessel could likely be sudden condensation of contained steam due to rain fall,..., and naturally air handling capacity of the required vacuum breaker depends on the total volume would subject to vacuum. Therefore you can reflect/add this volume (and also possibility of sudden condensation) on the relevant data sheet and ask the vendor to select proper model/size to meet your specified conditions.
Fallah
Similar Topics
![]() Liquid Liquid Separator SizingStarted by Guest_Kentucky08_* , 03 Apr 2025 |
|
![]() |
||
Critical Pressure For Choke Valve SizingStarted by Guest_Sherif Morsi_* , 07 Nov 2017 |
|
![]() |
||
Alkaline Electrolytic Cell/stack Sizing/design For H2 ProductionStarted by Guest_BRS09_* , 13 Mar 2025 |
|
![]() |
||
Batch Adsorption: H/d Ratio For Vessel SizingStarted by Guest_Victor_process_Engineer_* , 28 Feb 2025 |
|
![]() |
||
![]() Separator Sizing Step By Step ProcedureStarted by Guest_krishnamurthy_* , 06 Apr 2023 |
|
![]() |