There are cases where we hydro an existing piping system (SCC
attack) just slightly above its operating pressure since everytime
we do the 1.3X test pressure - cracks just keep opening/appearing.
Leak free and lasted till the scheduled turnaround where we jsut
demolish/replace in-kind all the affected/suspected pipe works. And
yes, we did find the source of the problem.
- In PipingDesign@yahoogroups.com, aluser2 <alwynk@s...> wrote:
> thats exactly what i have always thought and beleived with one
exception.
> 1.XX times mawp is "quite a stressful" strain on a vessel. Hydro
is a tough
> way to check if something got badly missed or really screwed up.
Nothing
> more. Multiple hydro's on a vessel is not a good thing.
> Dont forget it has to be adjusted by the temperature ratio, again
a very
> blunt instrument.
> reducing it back to 1.3 was a good thing... we got just the same
answers,
> but without putting quite so much
> unnecessary strain on the vessel/equpt.
>
> If nothing is observed you've created a lot of overstrain for very
little
> benefit in terms of real knowledge.
> Bottom line, i think it covers butts,especially the approving
agency, (on a
> go/no go basis) etc and the buyer gets a somewhat misplaced sense
of
> confidence.
>
> ----- Original Message -----
> From: "Christopher Wright" <chrisw@s...>
> To: <PipingDesign@yahoogroups.com>
> Sent: Tuesday, September 06, 2005 9:17 AM
> Subject: Re: [PipingDesign] Removal of gaskets after pressure test
of pipi
> ng system.
>
>
> >
> > > The hydro test is for checking the soundness of the
> > > fabrication, not for the efficiency of the joint.
> > If you'll think about it, a test to 1.3 times the maximum
allowable
> > working pressure isn't a very good test, since ASME Code vessels
has a
> > margin of failure against bursting of about 3. Only the grossest
> > construction or design flaws will show up in such a test. It
happens
> > from time to time, and the cause usually turns out to be some
horrible
> > blunder that should have been caught in the shop or design
office. In
> > fact most vessels fail from abuse, fatigue or environmental
factors,
> > not design flaws.
> >
> > I was told one time a while back by a Code veteran on a
committee I
> > worked with, that the vessel hydrotest is actually a leak test
and the
> > proof factor (1.5 at the time) was set to make sure that riveted
joints
> > wouldn't leak. These days you might be able to pick up pinhole
leads in
> > welds or gross distortion leading to a leak, but you don't
really learn
> > anything about the vessel construction unless it bursts. That
said, I
> > think a hydro-test to 1.3 MAWP is a good idea, but it has about
the
> > same diagnostic value as kicking the tires or slamming the doors
on a
> > car you're about to buy.
> >
> >
> > Christopher Wright P.E. |"They couldn't hit an elephant at
> > chrisw@s... | this distance" (last words of Gen.
> > .......................................| John Sedgwick,
Spotsylvania
> > 1864)
> > <a href="http://www.skypoint.com/~chrisw/">http://www.skypoint.com/~chrisw/</a>
> >
> >
> >
> >
> > =========================================
> > PipingOffice - Excel Spreadsheets for Piping Calculations
> > <a href="http://www.pipingoffice.us/">http://www.pipingoffice.us/</a>
> > =========================================
> > Main site: <a href="http://www.pipingdesign.com">http://www.pipingdesign.com</a>
> >
> > Yahoo! Groups Links
> >
> >
> >
> >
> >
> >
> >
Received on Wed Sep 07 01:54:00 2005