Understanding Water Hammer in Jacketed Pipes: Causes and Analysis

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Discussion Overview

The discussion centers around the analysis of water hammer in jacketed pipes, particularly in the context of a damaged pipe. Participants explore potential causes of the damage, including water hammer and thermal stresses, while seeking methods for analysis and calculation related to the phenomenon.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant reports a damaged jacketed pipe and suspects water hammer as a possible cause.
  • Another participant inquires about the presence of a fast-acting valve upstream, suggesting it is a common cause of water hammer.
  • Details about the pipe dimensions and operating conditions are provided, including the thickness, diameter, and pressure of the cooling water.
  • Participants discuss the need for an analysis of water hammer in the annular space and request specific equations for calculations.
  • A suggestion is made to consult a paper on water hammer in spacecraft systems, indicating its potential applicability to the current situation.
  • One participant provides an online calculator for water hammer and discusses adjustments needed for the annular area and friction factor.
  • Concerns are raised about other potential failure modes, such as thermal stresses or design flaws, that could lead to pipe collapse.
  • Clarifications are requested regarding the material of the pipes, emphasizing the importance of this factor in the analysis.

Areas of Agreement / Disagreement

Participants express uncertainty regarding the exact cause of the pipe failure, with multiple competing views on whether water hammer or thermal stresses are responsible. The discussion remains unresolved as participants seek further analysis and clarification.

Contextual Notes

Participants note limitations in the information provided, such as the lack of clarity in the initial posts and the need for more specific details about the pipe's material and failure mode. There is also an acknowledgment of the complexity involved in analyzing water hammer in an annular space.

maxx_payne
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IN MY WORK a jacketed pipe was damaged i duno whts the reason but i doubt the water hammer
can anyone help me about the analysis of water hammer in jackets
 
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Do you have a fast acting valve upstream of where the pipe failed?
 
yes the pipe is 6 meters with 3 mm thickness and 1st tube is 6" dia and the outter tube is 8" dia,eter ,, and the fluid between pipes is coolin water under 4 bars how can it be a water hmmer ??
 
holla guys help meeeeeeeeeee in this problem
 
Ask a question that means something and perhaps you will get some more help. From your previous answer I can not tell if you have a fast acting valve upstream. Do you? That is the cause of water hammer in most cases.
 
yes we have this fast actin valve but how can i make the water hammer analysis in the annular ? can u tell me the required equation ?? and how can i make an equivalent pipe for the annular to ease the calculation ??
 
All right. I have a pretty good paper somewhere that covers water hammer in spacecraft systems. It should be applicable. Let me see what I can dig up.

EDIT: I can't post the paper here because it is copyrighted. However the particulars are:
Waterhammer in a Spacecraft Propellant Feed System Journal of Propulsion and Power, Vol 8 No.3, May-June 1992.
I would recommend getting a copy of it for yourself. It is not that expensive.
 
Last edited:
I Dont know but if u can tell me about the maximum pressure wave value for the hammer pressure in my annular ??
 
maxx_payne,

Here is an on-line calculator for water hammer;

http://www.lmnoeng.com/WaterHammer/WaterHammer.htm

In your case, the value of A (Pipe cross-sectional area) will be the annulus area and the value of f (Darcy-Weisbach friction factor) should be adjusted to recognize that two (2) surfaces are presented to the flowing fluid... the interior of the jacket and the exterior of the process pipe. Other adjustments may need to be made due to your special situation.

If you doubt that water hammer is the cause of the damage, what other mode do you suspect?

I can imagine a case where the inside process pipe could be damaged through design or operational error if;
1. The process fluid is in the vapor phase
2. The jacket fluid is cooling water
3. The process pipe is isolated for a length of time sufficient for the process fluid to condense
4. The process pipe is underdesigned such that it cannot withstand the resulting differential pressure and therefore collapses.

On the other hand, if water hammer is the culprit and the valve is motor operated, then the rate of closure can be decreased or if it is a control valve, the manufacturer might have an alternative trim which would solve the problem, see;

http://www.engineeringtoolbox.com/control-valves-flow-characteristics-d_485.html
.
 
  • #10
maxx_payne said:
IN MY WORK a jacketed pipe was damaged i duno whts the reason but i doubt the water hammer
can anyone help me about the analysis of water hammer in jackets

If you doubt it was due to the water hammer effect, why do you want to analysis water hammer effects?

How exactly did the pipe fail? This will provide more insight as to what the failure mode was.

CS
 
  • #11
1st the inner pipe was collabsed as if u can imagine its cross section became as an 8 approximately ,, and the failure was only in the jacketed parts
frankly i have to reason to think about
1- water hammer
2- thermal stresses ??
so i need the analysis of the water hammer to find out the solution for this problem
 
  • #12
1st the inner pipe was collabsed as if u can imagine its cross section became as an 8 approximately ,, and the failure was only in the jacketed parts
frankly i have to reason to think about
1- water hammer
2- thermal stresses ??
so i need the analysis of the water hammer to find out the solution for this problem
 
  • #13
I'm the least qualified to answer here, but there are a couple of things that I should mention. One is that most (not all) of us have English as a first language, so your postings are a bit hard to follow. Secondly, although you mentioned the dimensional specifications of your pipes, you didn't say what they're made of. There'll be one honking big difference between aluminum and 1812 stainless steel.
Past that, I leave it to the experts.
 
  • #14
well am sorry for my bad english , the pipe is made of stainless steel 304
with thickness 3 mm and length of 6 meters
 
  • #15
In fact, having seen your posting in a (currently) following thread (How to...?)
You don't seen to have trouble with English when you apply yourself. :smile:
 
  • #16
where is the comment about the main problem of the analysis of the water hammer inside the annular ?
 

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