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#32008 - 12/16/09 09:49 PM Slug Load calculation
SBNZ Offline
Member

Registered: 12/16/09
Posts: 4
Loc: Auckland, New Zealand
Hi,
Question for experienced designers of two-phase (steam/ water) piping systems?

How do you calculate the approxiamte slug loads at bends/ elbows - to be used as concentrated loads in the piping analysis?

thanks in advance,

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#32014 - 12/17/09 03:24 AM Re: Slug Load calculation [Re: SBNZ]
MoverZ Offline
Member

Registered: 11/22/06
Posts: 1195
Loc: Hants, UK
Component Force = d.a.f. x density x flow area x velocity^2

Component Force is same for both orthogonal directions assuming it's a 90 deg bend.

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#32037 - 12/17/09 02:30 PM Re: Slug Load calculation [Re: MoverZ]
SBNZ Offline
Member

Registered: 12/16/09
Posts: 4
Loc: Auckland, New Zealand
thanks heaps

absoultely stupid question now - what's "d.a.f"?

cheers,

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#32049 - 12/17/09 06:25 PM Re: Slug Load calculation [Re: SBNZ]
Borzki Offline
Member

Registered: 09/16/04
Posts: 759
Loc: Traz
It means "Dynamic Amplification Factor" a value which is approximately 1.5 to 2, to convert static to impact load.


Cheers,

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#32051 - 12/17/09 07:28 PM Re: Slug Load calculation [Re: Borzki]
bom Offline
Member

Registered: 06/23/07
Posts: 285
Loc: Manila, Philippines
..and usually DAF=2 smile
_________________________
BOM

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#32059 - 12/18/09 03:13 AM Re: Slug Load calculation [Re: bom]
Ohliger Offline
Member

Registered: 12/16/99
Posts: 246
Loc: Mannheim,Germany
DLF - dynamik load factor
DLF = 2 is for a single impact load
Slug flow forces are not single impact load.
Slug flow forces are multiple forces over the time.

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#32071 - 12/18/09 09:10 AM Re: Slug Load calculation [Re: Ohliger]
Dave Diehl Offline
Member

Registered: 12/14/99
Posts: 2382
Loc: Houston, TX, USA
Although B31.1 Appendix II focuses on relief valve discharge, the dynamics discussion is appropriate here. I quote paragraph II-3.5.1.3 Dynamic Amplification of Reaction Forces. "In a piping system acted upon by time varying loads, the internal forces and moments are generally greater than those produced under static application of the load. This amplification is often expressed as the dynamic load factor DLF and is defined as the maximum ratio of the dynamic deflection at any time to the deflection which would have resulted from the static application of the load. For structures having essentially one degree-of-freedom and a single load application, the DLF value will range between one and two depending on
the time-history of the applied load and the natural frequency of the structure."
Note that a maximumm DLF (or that DAF) of 2 is true for a single application AND if only one mode of vibration is activated.
_________________________
Dave Diehl

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