Re: Joukowski Wafer NRV installation

From: <George>
Date: Wed Nov 03 2004 - 11:13:00 EST


Been watching this discusssion from the sidelines, and I want to agree with Erik - if a check valve is doing it's proper (ideal) function, it would close at the moment of zero flow/zero pressure differential. Then, it would be a node in the pipeline, with the valve defining a zero flow point. My question is, how fast can the check operate? You have cases where the valve is lightly spring loaded, so that it has to have a positive differential to open, and will try to close as it approaches zero differential/flow. On the other extreme, you may have a dampened check, which will close slowly, and can allow reverse flow - you will get a hammer effect there!

On a fast acting valve creating water hammer, the example of closing a water valve quickly isn't a proper analogy, because actuating (closing) a valve with some flow through it is not the same as closing with no flow. Sort of like the difference between driving your car into a brick wall at 30 MPH, versus building the brick wall in front of your bumper while parked (zero MPH). In which case will you have more of an impact/rebound?

George McKinney

   erik.scheir et al.
   excellent and interestingly informative discussion.    perhaps if you sent Paul he could post the charts of    difference between nozzle check and wafer. I'm curious.

   the Joukowski formula is DP = Fluid density*Fluid velocity*speed_of_sound

   This pressure wave = dP should be less than Ps-Pv to avoid cavitation.    Similarly the pressure rise will be positive upstream of a closed valve and    negative downstream of an open valve.

   The idea is to calculate the time of travel of the wave (at the speed of    sound) in a fluid of given density.
   Time to travel (of the pressure wave) Less than an empirically measured    result this tells us water hammer will occur. (typically 10sec.)

   ie. a faster closing valve is waht causes water hammer.. try it at home.

   to cure try to slow down the valve so it cant be clsoed in less than 10sec.    al

   -----Original Message-----
   From: Sajit Viswan [mailto:sviswan@tebodin.co.om]    Sent: Tuesday, November 02, 2004 10:02 PM    To: <a href="/group/PipingDesign/post?postID=e_MTw125KmouKLKUDmRo04UVjn25PNKoQMUfEN_9bOWlOqFxaMrpgUJ7MFo6WKCwjKQO8ixhL8tnAZS-CHEex3G_YA">PipingDesign@yahoogroups.com</a>    Subject: RE: [PipingDesign] Question on Wafer NRV installation

   Pankaj,

   I do not know the Joukowski's law.

   However I am more inclined to believe that a faster closing valve will limit    the water hammer effect from the reverse flow of the liquid in a pump    discharge piping. I have read this in more than 1 valve manufacturers    literature.

   Can you explain what the Joukowski's law say, for a lay man's understanding.

   Sajit

   -----Original Message-----
   From: <a href="/group/PipingDesign/post?postID=einJeNvlGHTsbHaQiAXw46JejsfMQIevSTXIkEnSb7fQCtXv6qN1RIVx5XqlvA8xTMmDgZecctwifSViONLv">Pankaj.Mandal@fluor.com</a> [mailto:<a href="/group/PipingDesign/post?postID=einJeNvlGHTsbHaQiAXw46JejsfMQIevSTXIkEnSb7fQCtXv6qN1RIVx5XqlvA8xTMmDgZecctwifSViONLv">Pankaj.Mandal@fluor.com</a>]    Sent: Wednesday, November 03, 2004 8:11 AM    To: <a href="/group/PipingDesign/post?postID=e_MTw125KmouKLKUDmRo04UVjn25PNKoQMUfEN_9bOWlOqFxaMrpgUJ7MFo6WKCwjKQO8ixhL8tnAZS-CHEex3G_YA">PipingDesign@yahoogroups.com</a>    Subject: RE: [PipingDesign] Question on Wafer NRV installation

   Erik,

   A small query:
   "........a nozzle check valve closes much faster then a duo-check    valve......"

   I my opinion, a fast closing valve will induce higher dynamic shock load.    You can have a quick reference to Joukowski's Law for details.

   Though I have never used a nozzle type check valve and I hence not aware    of the characteristics, I have seem many successful installation of wafer    type check valves without major problems with respect to operations.

   Regards,
   Pankaj.

   "Erik Scheir" <erik.scheir@pandora.be>    11/02/04 11:11 PM
   Please respond to PipingDesign

           To:     <PipingDesign@yahoogroups.com>
           cc:
           Subject:        RE: [PipingDesign] Question on Wafer NRV
   installation
   ..

   Hello Steve,

   I have a lot of (bad) experience with wafer check valves with respect to    waterhammer.

   It is not that I blame a check valve (in general) to cause waterhammer,    but
   some do and all depends ont the dynamic characteristic of the valve.

   I always use Nozzle Check valves and I can show some graphs to explain the    difference between a nozzle check valve and a wafer check valve but I    don't
   know were I can send those graphs.

   All check valves closes under reverse flow but a nozzle check valve    closes
   much faster then a duo-check valve so the reverse velocity is much lower    and
   so is the pressure rise.

   The ideal check valve is a diode but ideal doesn't exist,

   Cheers,

   Erik


   Van: Steve McKenzie [mailto:mechproj@xtra.co.nz]    Verzonden: dinsdag 2 november 2004 12:30    Aan: <a href="/group/PipingDesign/post?postID=e_MTw125KmouKLKUDmRo04UVjn25PNKoQMUfEN_9bOWlOqFxaMrpgUJ7MFo6WKCwjKQO8ixhL8tnAZS-CHEex3G_YA">PipingDesign@yahoogroups.com</a>    Onderwerp: RE: [PipingDesign] Question on Wafer NRV installation

   Hello Erik

   in my opinion, it is unfair to blame a check valve for causing water    hammer. The check valve merely closes under reverse flow, or, if you are    lucky, at zero flow. That is what it is designed to do. It is the    pressure of the water after the check valve has (nearly)closed that    causes the damage. How can you blame the check valve for that?    In my opinion, check valves work just fine. It is just that they also    double as surge (water hammer) control devices; often without the    "designer" even being aware of it.
   For example, an undersized spring wafer check in a low pump inertia/high    lift situation will close almost immediately after its pump stops. There    will be no appreciable flow reversal so the water column will just "sit    down" and the wafer will see about twice (conservatively) the normal    operating head. The problem is that the return springs on the wafers are    probably made of shit metal amd will set so reverse flow is the only    available force that will close the wafers. So in new condition the    wafer check valve works fine, but in worn condition (no springs) reverse    flow must be allowed for in the design.    Now take the humble swing check valve. It has no springs, requires    reverse flow to close, costs a fortune, and is sold by the thousand.    It also has a spindle.
   The worst thing you can do with a swing check is to oversize it. That    means the disc is hanging, swinging in the breeze and wearing the    spindle. Size them tight so the disc is banged hard against the stops.    If you are worried about opex, do the sums; I have yet to see, this side    of Mars, where a large check valve is economically justified.    However, you can still overdo it. Many pumps have screamingly high    discharge velocities; upwards of 7 m/s to keep the(casing) cost down. I    try to limit the velocity that a check valve sees to around 4 m/s    depending on spec and pennies; preferably around 2.5-3 m/s, but higher    with a "smooth" design. Have yet to see a tilting disc design that pays    its way, but I am used to cheap power costs, so will have to mend my    ways as the oilwells dry up.

   So Erik, if the function of a (wafer) check valve is to prevent reverse    flow, and you recommend not using them, then you should see if you can    suggest an alternative way of arresting reverse flow. Buggered if I    know,but I hate the things. Check valves,that is.

   Cheers

   Steve

   -----Original Message-----
   From: Erik Scheir [mailto:erik.scheir@pandora.be]    Sent: Tuesday, November 02, 2004 10:20 PM    To: <a href="/group/PipingDesign/post?postID=e_MTw125KmouKLKUDmRo04UVjn25PNKoQMUfEN_9bOWlOqFxaMrpgUJ7MFo6WKCwjKQO8ixhL8tnAZS-CHEex3G_YA">PipingDesign@yahoogroups.com</a>    Subject: RE: [PipingDesign] Question on Wafer NRV installation

   Hi Robin,

   It is much better not to install Wafer Check Valves at all. They cause    often waterhammer when there is a pumptrip.The reason for that is that    they have a bad dynamic characteristic,

   Best Regards,

   Erik


   Van: Robin Badcock [mailto:rbadcock@vision.net.au]    Verzonden: zaterdag 30 oktober 2004 9:42    Aan: <a href="/group/PipingDesign/post?postID=e_MTw125KmouKLKUDmRo04UVjn25PNKoQMUfEN_9bOWlOqFxaMrpgUJ7MFo6WKCwjKQO8ixhL8tnAZS-CHEex3G_YA">PipingDesign@yahoogroups.com</a>    Onderwerp: [PipingDesign] Question on Wafer NRV installation

   Hi Paul,

   Looks like I must have some how upset our 900 or so members as I had    recently posted a query with respect to correct wafer check valve    installation and received no replies, or did it go off into cyber space.

   Perhaps the query was inappropriate?

   Cheers,

   Robin

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[Non-text portions of this message have been removed] Received on Wed Nov 03 11:13:00 2004

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