ProcessNorway
Petroleum
- Feb 1, 2010
- 2
Rhov2 is a design limit for offshore flare systems in NORSOK P-001
But why is Rhov2 used?
NORSOK P-001 has the limit Rhov2 < 200000 kg/m/s2
What will physically happen if the limit is exceeded?
My knowledge far:
the momentum G =rho*v2
the dynamic pressure Pdynamic = rho*v2/2 by Bernoulli's eq
the axial force in a 90 deg bend F = massflow * velocity (SI units)
F may be written F=G*FlowCrossectionalArea
this gives that the bend forces(flow induced) are directly proportinal to rhov2.
(i'm not talking about pipe support forces, just internal flow induced bend forces)
Are there other resasons for limiting rhov2 ?
-vibrations?
-noise?
-acoustic fatigue?
-oscillations?
-erosion?
-pipe stress?
-slug forces?
But why is Rhov2 used?
NORSOK P-001 has the limit Rhov2 < 200000 kg/m/s2
What will physically happen if the limit is exceeded?
My knowledge far:
the momentum G =rho*v2
the dynamic pressure Pdynamic = rho*v2/2 by Bernoulli's eq
the axial force in a 90 deg bend F = massflow * velocity (SI units)
F may be written F=G*FlowCrossectionalArea
this gives that the bend forces(flow induced) are directly proportinal to rhov2.
(i'm not talking about pipe support forces, just internal flow induced bend forces)
Are there other resasons for limiting rhov2 ?
-vibrations?
-noise?
-acoustic fatigue?
-oscillations?
-erosion?
-pipe stress?
-slug forces?