Jump to content



Featured Articles

Check out the latest featured articles.

File Library

Check out the latest downloads available in the File Library.

New Article

Product Viscosity vs. Shear

Featured File

Vertical Tank Selection

New Blog Entry

Low Flow in Pipes- posted in Ankur's blog

Condensate Draining


This topic has been archived. This means that you cannot reply to this topic.
3 replies to this topic
Share this topic:
| More

#1 Guest_majster_*

Guest_majster_*
  • guestGuests

Posted 31 March 2009 - 02:36 AM

Hi everyone!

I am designing steam heatet heat exchanger with its condensate removal system. Condensate from heat exchanger (arround 500 kg/h) would flow down 29,7 mm ID tube 420 mm in vertical and 730 mm in horizontal direction until it reaches first steam trap isolation valve, steam trap, check valve and second stem trap isolation valve. If steam trap would fail, there is by-pass line with its valve. Bypas line is 18,1 mmm internal diameter and is approx. 1500 mm long. Al lines axcept steam trap will be isolated with 60-80 mm of insulation. I attached drawing of system.

Can anyone tell me if this will work? Is main line from heat exchanger to steam trap to long? My fear is also, that subcooled condensat from bypass line can cause water hamer as it mixes with hot condensate in main line. Is this fear justified? I searched internet on how to design by-pass to steam trap and I did not find nothig useful which would confirm or dicsharge my fear.

Best regards,

Majster

Attached Files



#2 Rama

Rama

    Veteran Member

  • Members
  • 36 posts

Posted 04 April 2009 - 01:23 PM

Dear Majster,

Spirax Sarco have an excellent on line tutorials in Steam Engineering which you may try.
http://www.spiraxsar...am-trapping.asp

Please try also: http://www.spiraxsar...im-2-300-us.pdf where your specific worries are to some extent addressed. Water hammer is one aspect which needs to be taken care of. One way to mitigate the possibility is to provide another by pass to the ground drain (atmosphere) just before the bypass valve shown in your sketch. Open this briefly to remove the stagnant cold condensate from the pipe. However it is better to provide a second trap to be piped in parallel with suitable valving to allow one trap to be serviced while the other remains in operation, as suggested by Spirax.

Ram.

#3 Art Montemayor

Art Montemayor

    Gold Member

  • Admin
  • 5,782 posts

Posted 04 April 2009 - 06:39 PM


Majster:

I believe your system will work. However, I have some questions – linked to comments on the isometric piping sketch furnished:

1) Are you an engineer or a piping designer? The reason I ask is that the isometric sketch would be considered quite an “overkill” in design terms because the piping size is quite small. In fact, I don’t think you would find a smaller piping arrangement in an industrial environment. Since the sizes are very small (and so is the steam condensate flow rate), any hammering in the system would be very small as well and would, in my opinion, be contained well within the inherent mechanical strength of the small piping.

2) Since there is quite an effort made to depict the piping arrangement of the system, I want to point out that the isometric sketch does no seem to agree with the dimensions given. For example, the first condensate block valve is shown as being 727.5 mm from the elbow. This block valve is seen aligned with the bypass block valve (which is the typical arrangement done by piping designers. However, the length of the bypass run up to the bypass block valve is shown as 767.5 mm – and this run starts further downstream of the elbow. Therefore, by logic, the bypass run should be shorter – not longer – than the normal condensate run. I don’t offer this as criticism, but rather as an observation that the Isometric is not shown properly – if it is meant to be a true isometric.

3) If we are using the English language and its meaning, then the term “tubing” should not be used if, indeed, you are referring to piping. Your diagram mentions “29.7 mm internal diameter tube”. In the countries where the metric system is not the prevalent standard – as in the USA – the term used for cylindrical conducit is termed “pipe”. The term “tube” is another different conduit subject to different standards. Pipe is measured in its nominal size – not in the internal diameter. Tubes – or tubing – is always measured by the external diameter (“O.D.”). I believe the DIN standards in Europe also uses an analogous method to distinguish between pipe and tubes. The point here is that since the flow rate in question is so small, you might be able to employ tubing rather than piping – and maybe that is what you mean to state.

4) I would not recommend a ball valve as a bypass if it is your intention to throttle steam condensate through it should the steam trap fail. A ball valve is not meant – nor designed – to throttle. And if you don’t throttle correctly, you would exert a steam “blow-by” flow rate into the condensate system that would over-pressure the downstream system. I would not design for this to be a possibility. I believe it is better to install another steam trap in parallel as a stand-by spare trap in the event the first one fails. I normally have never used this principle personally because I never found my steam traps to fail. However, if your steam heater is a critical piece of equipment in the process and you cannot afford to shut down, then the parallel steam trap would be the safer and better way to go.

5) Also, you show a ball valve as the first block valve before what appears to be a control valve (certainly not a steam trap) and then a gate valve down stream. Again, why not use ball valves in front and back of a steam trap and use a globe valve to bypass around the steam trap? That, in my opinion would be more logical if indeed your intent is to throttle the condensate manually during operation (something I do not believe will work successfully or safely.

6) I would not use a 29.7mm inside diameter pipe (1” nominal size) in the vertical drain. I would design the vertical pipe to be self-venting in order to ensure that the vertical flow will be even and constant. If you are an engineer, you will know of what I am referring to. The Froude Number is an important term in gravity vertical flow and if the pipe is not in accordance with the Froude Number, you can experience bad results in the draining – even for relatively small flows like yours. I have posted an Excel Workbook on Fluid Flow in our Forums that explains this design technique and refers to a famous engineering article published some years ago with regards to gravity draining. You can download this workbook by using the SEARCH feature on our Forums and finding the workbook.

I hope my comments are of some help. Please do not take them as critiques of your design. I offer them as my experience in dealing with such systems.


#4 Guest_majster_*

Guest_majster_*
  • guestGuests

Posted 25 July 2009 - 07:46 AM


Dear Art,

Thank you for your valuable information. I am sorry for the late response, but I had forgotten this subject. Here are some answerst to your questions:

1.) A 3D model was made in a 3D CAD program and dimensions were drawn quickly in another program where I exported the drawings. The dimensions were made quickly just to get an approximate idea of the OD sizes involved (not to be used as drawings for workers who would manufacture piping system).

2.) I am from Europe and I am not a native English speaker. I was not aware of the difference between the terms of pipe and tubing.

Your comments were really valuable, and thank you again.

Best regards,

Majster




Similar Topics