JLooch
Mechanical
- Apr 13, 2014
- 4
Wondering if anyone has modelled this common heat transfer problem? Basically it is a Dead Zone at the end of a pipe run, as shown,
Pipe run & branch is say, 20" pipe, 35C water flows from A thru the pipe branch C and all is good on those runs, flow is continuous and assume stays at 35C.
The downstream zone B is dead head and many times if its only a few feet long, ~ 1-3 pipe dia long, it doesn't freeze but of course after a certain length it does freeze,
I modelled it as a complex "Fin", Q into dead zone = Q out of dead zone etc,
Qin is not much, water is a poor conductor, there is some turbulence at the junction so get some mixing, convection, but still poor transfer here,
Q out is simpler, but water temp varies along dead zone length,
Has any one modelled it differently?
Ideas?
^ C
| -30C ambient
A | B
---->-----------------------||
pipe tee
Pipe run & branch is say, 20" pipe, 35C water flows from A thru the pipe branch C and all is good on those runs, flow is continuous and assume stays at 35C.
The downstream zone B is dead head and many times if its only a few feet long, ~ 1-3 pipe dia long, it doesn't freeze but of course after a certain length it does freeze,
I modelled it as a complex "Fin", Q into dead zone = Q out of dead zone etc,
Qin is not much, water is a poor conductor, there is some turbulence at the junction so get some mixing, convection, but still poor transfer here,
Q out is simpler, but water temp varies along dead zone length,
Has any one modelled it differently?
Ideas?
^ C
| -30C ambient
A | B
---->-----------------------||
pipe tee