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atw 2018-04v6

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<strong>atw</strong> Vol. 63 (<strong>2018</strong>) | Issue 4 ı April<br />

| | Fig. 1.<br />

Schematic representation of horizontal flow and different morphologies.<br />

(Algebraic Interfacial Area Density<br />

Model) is developed for detection of<br />

the local morphology and corresponding<br />

switch between them [16]. The<br />

recently developed GENTOP- model<br />

combines both concepts. GENTOP<br />

(Generalized Two-Phase Flow) approach<br />

is able to simulate co-existing<br />

large-scaled (continuous) and smallscaled<br />

(polydispersed) structures [17].<br />

All these models are validated for adiabatic<br />

cases without any phase change.<br />

Therefore, the start point of the current<br />

work project is using the available<br />

models and integrating phase transition<br />

and con densation models into<br />

them. In the current work as initial<br />

stages the AIAD model has been used<br />

since in this model 2 continues phases<br />

should be considered and it is less complicated<br />

compare to GENTOP model<br />

which also considers a poly- dispersed<br />

phase. In the proceeding sections a<br />

more detail explanation of AIAD model<br />

will be given.<br />

2 CFD model formulation<br />

In the current work a multi-field twophase<br />

CFD approach is used with<br />

ANSYS CFX 17.2 in order to simulate<br />

the condensation inside horizontal<br />

pipe flows. The mass, momentum and<br />

energy equations can be defined,<br />

respectively, as follow:<br />

• Mass conservation equation:<br />

(1)<br />

where S Mi describes user specified<br />

mass source.<br />

χ iβ the mass flow rate per unit volume<br />

from phase β to phase i.<br />

• Momentum conservation equation:<br />

(2)<br />

where S mi is the momentum source<br />

caused by external body forces<br />

and user defined momentum<br />

sources.<br />

M i is the interfacial forces acting<br />

on phase i due to the presence<br />

of other phases.<br />

χ + iβ v β – χ + βi v i is the momentum<br />

transfer induced<br />

by mass transfer.<br />

• The total energy equation:<br />

(3)<br />

where: h tot is the total enthalpy<br />

related to static enthalpy by:<br />

(4)<br />

<br />

T i , λ i represents the temperature<br />

and the thermal conductivity<br />

of phase i.<br />

S Ei describes external heat sources.<br />

Q i is interphase heat transfer<br />

to phase i across interfaces<br />

with the other phase.<br />

χ + iβ h βs – χ + βi h is denotes the interphase<br />

mass transfer.<br />

In ANSYS CFX in order to describe the<br />

phase change which occurs due to the<br />

interphase heat transfer, the Thermal<br />

Phase Change Model has been introduced<br />

[30]. This model is particularly<br />

useful in simulation of the condensation<br />

of saturated vapor. The heat<br />

flux from the interface to phase i and<br />

phase β is:<br />

q i = h i (T sat – T i ) (5)<br />

q β = h β (T sat – T β ) (6)<br />

where h i , h β and T sat are heat transfer<br />

coefficients of the phase i and phase<br />

β and the saturation temperature,<br />

respectively. ṁ iβ is the mas flux from<br />

phase β to phase i. H is and H βs are the<br />

interfacial enthalpy values which<br />

come into and out of the phase due<br />

to phase change which occurs. By<br />

usage of the total heat balance<br />

equation the interphase mas flux can<br />

be determined as follow:<br />

<br />

| | Fig. 2.<br />

3D geometry of the pipe and mesh of the cross section.<br />

(7)<br />

ṁ iβ > 0 → H is = H i,sat , H βs = H β (8)<br />

ṁ iβ < 0 → H is = H i , H βs = H β,sat (9)<br />

In the current work, the steam<br />

con sidered to be in saturation temperature.<br />

Therefore, the heat flux<br />

from the steam to the interface equals<br />

zero since both are in saturation<br />

temperature. As a result, the interphase<br />

mass flux formula can be<br />

written as:<br />

<br />

(10)<br />

In this work in order to model the heat<br />

transfer coefficient the Hughes and<br />

Duffy model has been used which is<br />

based on the SRT model [9]. They<br />

used the Surface Renewal Theory<br />

(SRT) and the Kolmogorov turbulent<br />

length scale theory to find a correlation<br />

for heat transfer coefficient.<br />

Therefore, the heat transfer coefficient<br />

was derived as:<br />

<br />

(11)<br />

where ε is the turbulent dissipation, v l<br />

is the kinematic viscosity and λ is the<br />

thermal conductivity.<br />

3 Computational grid and<br />

boundary conditions<br />

In Figure 2 the pipe and the boundary<br />

conditions are shown. The pipe is<br />

horizontal and has 1 m length<br />

and 0.043 m diameter. In order to<br />

define a mesh for the pipe ANSYS<br />

ICEM software is used. Due to the<br />

higher importance of the wall region<br />

compare to the middle of the pipe,<br />

the mesh near the wall needs to be<br />

finer than the mesh in the pipe<br />

center. The number of nodes is<br />

1,250,000.<br />

Mass flow rate<br />

[Kg/s]<br />

Temperature<br />

(k)<br />

Inlet 0.5 537.1<br />

Wall - 312.18<br />

outlet outflow -<br />

ENVIRONMENT AND SAFETY 239<br />

CFD Modeling and Simulation of Heat and Mass Transfer in Passive Heat Removal Systems<br />

Environment and Safety<br />

ı Amirhosein Moonesi, Shabestary, Eckhard Krepper and Dirk Lucas

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