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Drip Legs in Steam Lines

03/16/2009 10:43 AM

what r the calculations for deciding the distance of putting driplegs in HP,MP,LP steam lines??

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#1

Re: Drip Legs in Steam Lines

03/17/2009 12:03 AM

Drip legs are to be provided at all low points. The quantity of the condensate likely to collect at the point is to be calculated depending on the associated pipe length and other parameters.

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#2

Re: Drip Legs in Steam Lines

03/17/2009 12:23 AM

The only real explicit calculations are for heat loss through insulation during steady state flow, and for condensate formation during start-up.

Drip legs are normally "designed" as per guidelines such as ASHRAE (there are many others, including company design standards, it's just ASHRAE stuck out for me)

The biggest item you should note is during the warm-up of the system, after EVERY time it is down for any length of time; is it "supervised", that is, are manual drain valves opened for a period of time to remove the excess condensate; or is the system designed to be "automatic", that is, the piping is designed to rely solely on condensate removal by the traps.

Some generic guidelines include:

  • Design steam piping with a pitch down in the direction of flow of 1/4" in 10 feet
  • Drip legs are to be of an adequate size to allow condensate to flow into and not over (see attached picture for sizing recommendations)
  • Install drip legs at all low points, at the ends of mains and the bottoms of risers, and ahead of pressure regulators, control valves, isolation valves, pipe bends, and expansion joints.
  • On straight horizontal runs with no natural drainage points, space drip legs at intervals not exceeding 300 ft when the pipe is pitched down in the direction of the steam flow and at a maximum of 150 ft when the pipe is pitched up, so that condensate flow is opposite of steam flow. These distances apply to systems where valves are opened manually to remove air and excess condensate that forms during warm-up conditions. Reduce these distances by about half in systems that are warmed up automatically.
  • Other points that I am neglecting because I have to go
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#3
In reply to #2

Re: Drip Legs in Steam Lines

03/20/2009 4:07 AM

Yeah that is a useful information for all of us, but my question is what r the calculation behind calculating the distance between two driplegs. For example: suppose there is a 150 m horizontal run and there are 3D loops on both sides. as we know after some distance the condensate will start forming and later on it may cause the water hammering effect. what r the calculations behind this thing i.e. distance after which the subtantial amount of condensate starts forming which will lead to the surge formation.

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#4
In reply to #3

Re: Drip Legs in Steam Lines

03/20/2009 4:45 AM

Before every expansion loop elbow you must provide a drain point. Otherwise there will be pitting of elbows due to the condensates. Considering the normal span of the expansion loops, it is not necessary to make the detail calc for the condensates.

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#5
In reply to #3

Re: Drip Legs in Steam Lines

03/20/2009 8:47 PM

I am not going to get into the heavy mathematics (which includes the need to calculate Nusselt numbers from Grashof and Prandtl) behind calculating condensate formation, because depending on how accurate you want to be the factors that need to be considered are: insulation efficiency, outside/inside, ambient temperature, air/wind speed, precipitation, vertical/horizontal piping, conduction through supports ......

Condensate/trap piping design includes a lot of "art" (guidelines) plus science.

The main points you need to determine/consider are:

  1. Superheated (how much) or saturated steam [temperatures/pressures]
  2. How is the piping oriented? [sloping up/down, turning, vertical/horizontal, other process instruments/valves]
  3. Will piping warm-up be "supervised" or "automatic"?

Here are a couple rules-of-thumb:

--------------------------

For piping warm-up:

  • The amount of start-up load can be roughly calculated by:
    • C = 0.114(Wp)(t2-t1)/H
      • C = amount of condensate in pounds
      • Wp = total weight of pipe
      • H = total heat of X pressure minus Sensible heat of Y pressure (latent heat of steam. For long warm-up times, use the total heat of saturated steam at the superheat steam supply pressure (X) minus the sensible heat of saturated steam at the average pressure (Y) during the warm-up time involved.)
      • t2 = finish temperature of piping system (depends on warm up time - eg. 100F/hr)
      • t1 = starting temperature of piping system
      • 0.114 = specific heat of steel pipe in btu/lb·F

Or you could use this chart:

------------------------------

For steady state condensate formation:

NOTE: If your steam is superheated and stays superheated there will be, technically speaking, no condensate formed. You can't have superheat & condensate. BUT you must be very careful to design/operate for warm-up periods. (superheated steam lines are the most tricky to design because of the two extreme scenarios of condensate formation - thusly they are usually operated as "supervised" warm-up)

But for saturated steam here is simplified equation for condensate formation:

q = 0.523(r2)(tp-ta)/{r2·LOG(r2/r1)/K + 0.6}

wc = q/hfg

where:

q = BTU loss per linear foot

tp = pipe temperature

ta = ambient temperature

r2 = radius of outside surface of pipe insulation

r1 = radius of outer surface of pipe

K = conductivity of the insulation BTU/{(sq.ft.)(hr)(deg F)}

wc = condensate flow in pounds per hour

hfg = latent heat of steam in pipe BTU/lb

*************

Or use this chart:

-------------------------------

Finally, it is generally a good idea to provide drip-legs in front of all major turns in piping (within reason); which would include a long length of pipe infront of expansion bends.

It is hard to give a definite answer to your question of exact distance before subtantial condensate forms before leading to surging/hammering. This is where some of the "art" of condensate piping comes into play. The main point is the slope of the pipe (downwards in direction of flow, or ...........?)

A general guideline is an absolute maximum of 300 ft between drains on downward sloping pipe, but perhaps somewhere between 100-200 ft may be best.

If the piping is sloped upwards, due to ground conditions or some other factor - the drain points should be at closer intervals, say 50 ft. apart, and the size of the main increased. The lower steam velocity then allows the condensate to drain in the opposite direction to the steam flow.

Of course this is all dependent on proper trap selection and operation, or you may flood the driplines and introduce condensate into the piping.

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#6
In reply to #5

Re: Drip Legs in Steam Lines

03/21/2009 4:33 AM

I think it was really good explanation. But Mr. Mech Can we go in a little more depth?

1. could you please put some light on both the tables. I mean if you could take an example where you calculate the Warm Up load and Running loads for a particular case??

2. How to proceed futher in calculating the Distance between driplegs after determing the two loads mentioned above?. ( i understand as u mentioned it is difficult to come at some specific figure).

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#7
In reply to #5

Re: Drip Legs in Steam Lines

03/21/2009 4:39 AM

I want to know about the warm up load and the running load ? How these loads are going to make an impact on my sysetem? I feel warm up l oad will come into play only during start up case of system.

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#8
In reply to #7

Re: Drip Legs in Steam Lines

03/21/2009 4:58 AM

Hi guys,

Sorry I can't explain anymore right now - it is 3:00 am and I am going to bed.

Please download and review the following two documents on the righthand side of the page: Design of Fluid Systems: Utilization and Hook-ups

http://www.spiraxsarco.com/us/training/

If you have would like more details, after review those handbooks, feel free to reply and I will get to them in the morning.

And yes, anoopbindal - you are correct, the "warm-up" load does only come into play during start-up (both initial start-up and any start-up after the line/system has been out of service for any length of time {multiple hours or days})

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#10
In reply to #3

Re: Drip Legs in Steam Lines

05/28/2009 6:54 AM

I do not believe there are any calculations........one has to look at the system drip legs can be installed not only length but also determined how many impingement areas there are, such as valves and such. And if your in doubt, .........ask someone there that may know for assistance (if there is such a person), its hard for us to tell you......we are not there or even know the system.

phoenix911

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#9

Re: Drip Legs in Steam Lines

03/23/2009 5:52 AM

Xmech has provided very in-depth answers and resources in which to calculate the amount of condensate forming in the pipe as it is being distributed through the line.

I do want to make a couple of comments/clarifications:

  • Steam pipe should be pitched 1/2" per 10 ft
  • Trapping distances should be between every 100 to 200 ft. Running 300 ft without a steam trap does not provide adequate protection against waterhammer due to if one of the traps fails, condensate could travel 600 ft before reaching an operational trap, which will be a HUGE waterhammer issue.
  • If the condensate needs to flow counter current to the steam (due to pitching the pipe in the opposite direction of flow) then the steam pipe should be oversized (usually by 1 pipe diameter) and trap intervals should increase to every 50 ft
  • All drip traps should be sized for start-up load. Note that unless your pipe is in excess of 6", a typical 3/4" steam trap has sufficient capacity for the application.
  • In addition to adequately spaced drip traps, the drip pocket MUST be designed correctly, or the condensate will not have an opportunity to fall out of the pipe & into the trap. The drip trap should located at LEAST 18" below the header pipe. The diameter of the drip pocket should be equal to the steam main up to 6". After which it can be 1/2 the diameter of the steam distribution pipe, but not less then 6" in diameter.

Please keep in mind, as was illustrated in Xmech's post, if you distribute 100 psig through a 6" pipe, the warm-up load is 67 lb/hr, which is 8.02 GPH. That is approximately 1 CUBIC FOOT of water per Hour per 100 ft! The amount formed can be even greater right at the boiler header due to carry over (boiler water gets sucked out of the boiler and into the steam header - YES, it happens all the time, and is the #1 reason for hammering in the steam header).

With that said, drip legs and their associated pipe should be considered SAFETY devices in a steam system, and as such should be:

  1. Installed every 100-200 ft
  2. Installed at every natural low point in the system
  3. Any change of direction in the pipe (especially vertically up)
  4. At the end of all steam lines
  5. Off of process equipment
  6. Upstream of every isolation valve
  7. Upstream of any modulating/on-off control valve

You can go to the following link to calculate your start-up load (and if you click on the question mark it will provide more in-depth information):

http://www.spiraxsarco.com/us/resources/calculators/pipes/start-up-and-running-losses.asp

For more information on proper hook-up & lot's of supporting mathematics:

http://www.spiraxsarco.com/resources/steam-engineering-tutorials/steam-distribution/steam-mains-and-drainage.asp

http://www.spiraxsarco.com/resources/steam-engineering-tutorials/equations/equations.asp#head44

At the end of the day, use the chart for start-up & running loads provided by Xmech as they are accurate (as long as your ambient temperatures are not below 0 deg F -you will need to apply the correction factor for 0 deg F shown on the table, but it works).

Alternatively, you can go to the following web site and download the free software that the US Department of Energy uses, and it will calculate the BTU loss in various pipe diameters & modify that loss based on insulation type & thickness.

http://www.pipeinsulation.org/

As a final side note/parting comment: HP, MP & LP are relative terms depending on the industry in which the steam is being used and the individual facility. Power Plants HP, MP & LP are typically 4,000 PSIG, 1,000 PSIG, 300 PSIG, 100 PSIG. Hospitals 100 PSIG, 80 PSIG, 50 PSIG, 10 PSIG. So as you can see there is a HUGE disparity...

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#11

Re: Drip Legs in Steam Lines

10/09/2009 7:53 AM

between 75 -90 meters and maximum 150 meter.

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#12

Re: Drip Legs in Steam Lines

08/02/2025 9:26 AM

This is old, and it ruffles some members feathers for whatever reason…

It depends on where the steam is being deleivered too.

As mentioned in previous posts, drip leg are position at low points.

If its where you require a dry steam such as culinary steam any type of impingement points at atleast imtermedary.

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