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Flow and Pressures Through Parallel Connected Pipes

08/30/2011 8:25 AM

Guys

I'm trying to develop my understanding of flows and pressures through parallel connected pipes. Looking at the system in the link below:
http://imageshack.us/photo/my-images/835/problemub.jpg/

Forgive my art work, but if the PRV is set at 500kPa and vents to atmospheric and the actuator is initially at atmospheric also, you will get some flow zm3/h through the PRV and ym3/h through to the actuator, depending on cross sectional area / flow. If the flow through the PRV is much higher than the flow through to the actuator, does this mean the pressure drop to atmospheric across the PRV is greater than the pressure drop through to the actuator? What pressure will the actuator see, if the flow through the PRV is twice the flow through to the actuator?

I'm a little confused, if someone could explain how that system works I'd appreciate it heaps!

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#1

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 8:38 AM

"No results found for http://imageshack.us/photo/my-images/835/problemub.jpg/".

Use the electrical circuit analogy, and apply Kirchoff's Law and Ohm's Law.

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#2
In reply to #1

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 9:19 AM

here's the image:

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#3
In reply to #2

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 9:39 AM

As there is only one pipe, the question must now be asked, "what is the original poster going on about", perhaps.

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#4

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 9:51 AM

There is no flow through the PRV until the source pressure is >= 500kPa.

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#6
In reply to #4

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 10:09 AM

The problem (see image) states that the source is able to maintain flow at x m3/h to keep pressure at the PRV at 600 kPa.

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#5

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 10:07 AM

You ask if " does this mean the pressure drop to atmospheric across the PRV is greater than the pressure drop through to the actuator? ".

By the phrase 'pressure drop through to the actuator', I'm assume you mean the pressure acting on the actuator. Is that correct?

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#7

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 10:11 AM

I also assume this is compressible fluid (air) since you state venting to atmospheric. While you may mean that, it's entirely possible to vent to a reservoir of hydraulic fluid that is atmospheric pressure (dumping to the top of the tank).

Is that correct?

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#8

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 10:38 AM

Since this is obviously homework, why not ask your instructor. One would assume that you both speak the same language and he might know what you are "going on" about.

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#9

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 5:58 PM

I should've been clearer in the OP, say you apply a flow which results in 500kPA at the PRV, at the instant of the pressure at this point reaching >500kPa, the PRV opens since the spring is tuned to open at 500kPa. At this point, the PRV vents to atmosphere, if it does open 100% at 501kPa (ignore the original diagram), what does this mean for pressure across the ball valve? Will it only ever see 480kPa no matter what the upstream pressure is so long as its >500kPa?

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#10
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Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 6:35 PM

ignore that, let me re-iterate, if the flow when the pressure 500kPa at the PRV is 50m3/h, the flow increases to 70m3/h, the pressure at the relief valve becomes 501kPa, the relief valve opens completely, is the pressure drop across the ball valve/pipe/actuator 501kPa or 500kPa?

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#11
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Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 6:57 PM

Please read this #8 at least two times!

Then read it again.

And again.

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#12
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Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 7:06 PM

thanks for GREAT help. This is not a homework question otherwise I wouldn't be here. I'm an electrical engineer trying to broaden my horizons on instrumentation. Don't refer me to my instructor, I don't have one. If you plan to refer me somewhere else, then don't bother replying and leave the question unanswered, save us all the energy in having to read useless responses.

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#13
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Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 7:36 PM

CR4 ADMIN: Deleted Post

Abuse/Attack: This post was deleted because it was an attack on another user. Please review the CR4 Site FAQ and the CR4 Rules of Conduct.

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#15
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Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 11:31 PM

Off to the naughty step. See ya.

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#20
In reply to #12

Re: Flow and Pressures Through Parallel Connected Pipes

08/31/2011 2:39 AM

Since you are more familiar with electricity I shall try to explain with an electric similitude.

Let assume you have a current source with which you supply to a resistor. You want to maintain the voltage drop under a value but either your source is not constant or your resistor is variable . You can use a transistor with a voltage divider and a series resistor to derive some of the current so that the voltage will never go over the set threshold. The source of current is to be assimilated to the pump which delivers a flow of incompressible fluid. The varible resistor is the load to be assimilated with the actuator and the pressure relief valve is the equivalent of the transistor combination which is blocked as long as the pressure (voltage) does not rise over the set value by the volatge divider.

Let aside all complications about how valves work and all other comments which only make you dizzy.

It si VERY easy to make similitudes between hydraulics, pneumatics and electric systems. Easier for hydraulics due to incompressibility (technically speeking and only for low frequencies) than for pneumatics but it works well for both.

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#14
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Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 9:47 PM

I'm not sure I follow you completely.

Let's first start with some basics. Is the fluid compressible (gas) or incompressible (liquid)?

What is the load on the actuator? Is it moving a load against gravity or just moving a mass?

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#16

Re: Flow and Pressures Through Parallel Connected Pipes

08/30/2011 11:51 PM

Hi, I'll try to explain. NOTE: Assuming incompressible fluid (water) for simplicity sake.

Before though a general note regarding PRV's. If the system has been designed properly the PRV setpoint (500 kPa) should prevent overpressure of downstream equipment. Ie sufficuient flow should be diverted through the PRV to prevent pressures on the system exceeding the setpoint. And the PRV should be designed to releive all upstream pressure sources. So (in theory) it shouldn't be possible for the pressures to exceed the setpoint of 500 kPAg.

Using the system shown in the picture as example. As the pump ramps up, the flows through the system increase and the pressures in the system also increase. The pressures are increasing because the pressure drops on elements within the system (ie the actuated valve) increase as the flow increases. So the pump increases pressure to over come this restriction, and maintain flow - until it reaches it's operating point (which is defined by the system pressure drop at the flow generated by the pump).

When the PRV opens, sufddently you've got two systems (instead of one) the PRV and the actuated valve, and each has it's own unique pressure drop characteristic. So you can possibly tell by now, it becomes very complicated as these systems interact.

What happens when a PRV opens, is it significantly disrupts the system (sometimes severely, requireing detailed control logic to regain steady state). When the PRV opens, the system pressure drops as flow is diverted (at atmospheric pressure) through the PRV. When water flows through the PRV, the characteristic of this valve will determine the pressure (depending on the flow) thorugh it. The pressure will then determine the flow through the actuated valve (by the characteristic of the actuated valve).

I was going to play a "what if" game, to see if we could work through the system hydraulics, but I think you can see the answer to your question is "it's complicated". Equally accurate answers are "yes", and "42".

Hope this helps.

Anthony

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#17
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Re: Flow and Pressures Through Parallel Connected Pipes

08/31/2011 12:07 AM

Thanks very much Anthony, that is very helpful!

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#21
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Re: Flow and Pressures Through Parallel Connected Pipes

08/31/2011 12:33 PM

May I add in electrical terms, it will be the equivalent mechanical hysteresis of the PRV (between its sensitivity to flow fluctuations and its mechanical opening/closing response time) that will be the determining factor. Which if not properly set or spaced apart, will lead to a more sustained type of oscillatory condition.

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#19
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Re: Flow and Pressures Through Parallel Connected Pipes

08/31/2011 2:20 AM

Anthony's answer is pretty complete, but to spell out one important point in more obvious language.

If the PRV opens very quickly and is able to deliver large flows, it could be the case that the supply source cannot keep up, so then the supply pressure drops very quickly and in response to this, now low pressure situation, the PRV quickly shuts

- for the whole cycle to repeat over and over.

This is a stable unstable operation if you like, and is usually "bad news" - with fluid hammer, high forces etc.

BUT it is exactly what you want if you were trying to build a hydraulic ram pump !

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#18

Re: Flow and Pressures Through Parallel Connected Pipes

08/31/2011 2:10 AM

This allegedly simple system is actually rather complex, depending on valve and actuator specifics. To add a bit to Anthony's GA:

Relief valves (to say nothing of rupture disk relief devices) come in various designs. Some of them more or less blow wide open, and may or may not reseat. Others will crack open slightly at the set point, and open progressively wider as the upstream pressure increases. A common arrangement is that the valve attains its rated capacity when the upstream pressure accumulates to 110% of the cracking pressure. In the present example, this would mean that the upstream pressure would build to 550 before the relief valve reaches its rated flow.

Then you would need to determine how the downstream ball valve and actuator will respond. A key concept here is the flow coefficient (Cv or Kv) of various valves at various fractions of full opening.

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