Numerical solution of hyperbolic two-fluid two-phase flow model with non-reflecting boundary conditions

Numerical solution of hyperbolic two-fluid two-phase flow model with non-reflecting boundary conditions

International Journal of Engineering Science 40 (2002) 789–803 www.elsevier.com/locate/ijengsci Numerical solution of hyperbolic two-fluid two-phase fl...

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International Journal of Engineering Science 40 (2002) 789–803 www.elsevier.com/locate/ijengsci

Numerical solution of hyperbolic two-fluid two-phase flow model with non-reflecting boundary conditions Moon-Sun Chung a

a,*

, Keun-Shik Chang b, Sung-Jae Lee

a

Thermal-Hydraulics Safety Research Team, Korea Atomic Energy Research Institute, 150 Dukjin-Dong, Yusong-Gu, Taejon 305-353, South Korea b Department of Aerospace Engineering, Korea Advanced Institute of Science and Technology, 373-1 Kusong-Dong, Yusong-Gu, Taejon 305-701, South Korea Received 21 July 2000; received in revised form 11 May 2001; accepted 9 July 2001 (Communicated by J.T. ODEN)

Abstract Flux vector splitting method is applied to the two-fluid six-equation model of two-phase flow, which takes account of surface tension effect via the interfacial pressure jump terms in the momentum equations. The latter terms using the concept of finite-thickness interface are derived as a simple function of fluid bulk moduli. We proved that the governing equation system is hyperbolic with real eigenvalues in the bubbly, slug, and annular flow regimes. The governing equations do not need any conventional artificial stabilizing terms like the virtual mass terms. Sonic speeds obtained through characteristic analysis show excellent agreement with the existing experimental data. Edwards pipe problem is solved as a benchmark test of the present two-phase equation model. Ó 2002 Elsevier Science Ltd. All rights reserved. Keywords: Two-fluid model; Surface tension; Hyperbolic system; Sonic speed; Flux vector splitting; Edwards pipe

1. Introduction The non-equilibrium exchange of mass, momentum, and energy between the gas and the liquid phases can be conveniently accounted for by using the two-fluid models. However, the common form of two-fluid models assuming single pressure across the interface gives complex eigenvalues

*

Corresponding author. Tel.: +82-42-868-2895. E-mail address: [email protected] (M.-S. Chung).

0020-7225/02/$ - see front matter Ó 2002 Elsevier Science Ltd. All rights reserved. PII: S 0 0 2 0 - 7 2 2 5 ( 0 1 ) 0 0 0 9 2 - 1

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Nomenclature A interfacial area A; B coefficient matrices C speed of sound E source matrix ¼ A1 C F flux vector h enthalpy per unit mass J; K Jacobian matrices L fluid bulk modulus p pressure Q volumetric source term for heat R averaged bubble radius t time u internal energy per unit mass U primitive variable vector v flow velocity V control volume x space coordinate Greek symbols a volumetric phase concentration b relative surface thickness d surface thickness e eigenvalue switching factor / source term k eigenvalue K eigenvalue matrix q fluid density r surface tension Subscripts and superscripts g gas phase i interface j index for coordinate k index for each fluid l liquid phase m mth component n nth time-step, current time level p constant pressure s saturation condition w on the wall )1 inverse of a matrix  first-order flux

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and consequent numerical instability because the initial value problem is ill-posed, see [1–3]. In contrast, the models assuming two pressures across the interface present hyperbolic type governing equations with real characteristics. However, the existing two-pressure model represents only particular flow type like a stratified flow, see [4]. It has been known that mathematical property of the governing equations is improved by introducing physical terms in the governing equations. Ramshaw and Trapp [2], for example, added the surface tension equation to the governing equation system and Travis et al. [5] took account of the viscous stresses in the momentum equations. Stuhmiller [6] argued that when the interfacial pressure force terms were taken into account, the characteristic speed of the void wave became partially real. He analyzed that to assure real characteristics for the flow having unequal phase velocities, the interfacial pressure had to be lower than the bulk pressure by an amount proportional to the square of the relative velocity. Rousseau and Ferch [7], on the other hand, derived a condition for the hyperbolic governing equations in terms of static pressure difference between phases. They showed that the condition is identical to that of Kelvin–Helmholtz instability against the long wavelengths. Ardron [8] examined the one-dimensional two-fluid equations for a stratified flow, ignoring viscosity but retaining gravity and surface tension effect. The equations were observed stable over a realistic range of conditions, producing wave velocities in good agreement with the exact solution. A new promising approach of eliminating the instability was proposed by the present authors and their coworkers: The interfacial pressure jump terms are introduced based on the surface tension in the two-fluid momentum equations, see [9–11]. The system of equations manifested real characteristics in all the bubbly, slug, and annular flow regimes when the interfacial pressure jump terms are expressed as a product of effective bulk moduli and the gradient of interfacial area density. To avoid the difficulty of mathematically treating the interfacial area transport equation, we developed an expression of the interfacial pressure jump terms dependent only upon the fluid bulk moduli. In Section 2, we will recapitulate how the surface tension terms are brought about in the governing equations. Finite-volume flux vector splitting (FVS) method is formulated in order to solve the system of equations numerically in Section 3. Unlike the conventional methods of twophase flow, it is less dissipative and captures sharp gradient of flows very well without oscillation. In Section 4, we discuss the numerical solution of Edwards pipe problem as a benchmark test of transient two-phase flow.

2. Hyperbolic two-fluid model The conservation equation system consists of mass, momentum, and energy conservation equations by which the area-averaged phasic properties are related one another. The one-dimensional six equations take the following form: Continuity: oðak qk Þ oðak qk mk Þ þ ¼ /c;k ; ot ox

ð1Þ

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Momentum: oðak qk mk Þ oðak qk m2k Þ opk oak þ ðpk  pi Þ ¼ /c;k vi þ Fi;k þ Fw;k þ Bk ¼ /e;k ; þ þ ak ox ox ot ox

ð2Þ

Internal energy:   oðak qk uk Þ oðak qk vk uk Þ oak oðak vk Þ þ þ pk ¼ Qi;k þ Fi;k vi þ /c;k hk þ Fw;k vk ¼ /e;k ; þ ot ox ox ot

ð3Þ

where ak ; qk ; pk ; vk ; uk , and hk denote void fraction, density, pressure, velocity, internal energy, and enthalpy of the phase k, respectively, and Bk is a gravitational body force. The source functions, /c;k ; /m;k , and /e;k , are made of algebraic constitutive relations, as shall be mentioned at the end of this section. We assign k ¼ g for the gas and k ¼ l for the liquid. The interfacial pressure jump term, ðpk  pi Þðoak =oxÞ, which will be expressed as the product of fluid bulk modulus and an infinitesimal variable, is very small relative to other terms in the momentum equation (2). It shall be shown in Section 4 by the characteristic analysis that these terms make the equation system hyperbolic. 2.1. Interfacial pressure jump terms Young and Laplace proposed a well-known surface tension: pg  pl ¼

2r ; R

ð4Þ

where r is the surface tension and R is the averaged bubble radius. We now assume a finite interfacial thickness d between the two radii Rg and Rl shown in Fig. 1. For an imaginary sphere having a radius Ri , where Rg þ Rl ¼ 2Ri , we rewrite Eq. (4) as

Fig. 1. Hypothetical sphere at Ri (solid circle) with an infinitesimal thickness d.

pg  pl ¼

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r 2d 2d  r  ¼ : Rg þ d=2 d Rl  d=2 d

ð5Þ

For small dilation of the bubble marked by the radial increment DRi and surface area change DAi , we can expect corresponding volume change interior and exterior to the film, namely, DVg and DVl . From the bubble geometry, we can easily derive the following relations: 

 d=2 ; Rg þ d=2   Rl DAi d=2 ¼ 1þ : Rl  d=2 2 DVl Rg DAi ¼ 2 DVg

1

ð6Þ ð7Þ

We can rewrite Eq. (5) as     4r Rg DAi 4r Rl DAi ¼ : 1 1þ pg  pl ¼ d d 2 DVg 2 DVl

ð8Þ

It is recognized that the relation, L ¼ cr=d, is used in the physical chemistry and statistical mechanics, where L is a bulk modulus and c is a constant, see [12,13]. We assume that the surface tension stress, 4r=d ¼ L, which plays a role of Lagrangian multiplier as explained by Aubin and Ekeland [14], can be replaced by the phasic bulk moduli added together: 4r ¼ Lg þ Ll ¼ qg Cg2 þ ql Cl2 ; d

ð9Þ

where Ck is the sonic speed. The pressure jump is split into the phasic components as shown in [9–11]:     Rg DAi Rl DAi pg  pl ¼ ðpg  pi Þ þ ðpi  pl Þ ¼ Lg 1   Ll 1 þ : ð10Þ 2 DVg 2 DVl Here, Lg and Ll are the bulk modulus of the gas and the liquid phase, respectively, and pi is the interfacial pressure on the imaginary sphere Ri . The pressure jump interior and exterior to the sphere Ri has the following fraction as derived from Eqs. (8)–(10), pg  pi Lg ¼ ; pg  pl Lg þ Ll

pl  pi Ll ¼ : p g  p l Lg þ Ll

ð11Þ

Consequently, the interfacial pressure jump terms in the momentum equation (2) have the expression ðpk  pi Þ

oak 2r Lk oak oak ¼ ð1Þn ¼ ð1Þn bLk ; Ri Lg þ Ll ox ox ox

ð12Þ

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where the exponent n stands for the liquid if n ¼ 1 and for the gas if n ¼ 2. The parameter b named ‘relative surface thickness’ becomes by using Eq. (9), b

2r 1 d ¼ : Ri Lg þ Ll 2Ri

ð13Þ

Therefore, the interfacial pressure jump term is represented by the product of bulk modulus Lk and the relative surface thickness b which is a function of temperature and pressure. For a bubbly flow assumed of a perfect mixture, the mixture bulk modulus is Lm ¼ V

dp dp dp ¼V : ¼ V dV dVg þ dVl Vg dp=Lg þ Vl dp=Ll

ð14Þ

Since it holds that Lg  Ll , Eq. (14) yields Lm Lg =ag , which is true in the void fraction range ag P Lg =Ll . We assume here that the mixture bulk modulus is equal to the bulk modulus of the gas by taking ag ¼ Oð1Þ, namely, Lm ¼ qg Cg2 . The resultant surface thickness evaluated by Eq. (9) becomes d ¼ 2r=Lg , which is of the order of magnitude 106 –107 m as shown in Fig. 2. It is equivalent to the initial bubble radius in homogeneous nucleation, see [15]. For the slug flow, the effective bulk modulus Lk can be obtained from a simplified physical model using the assumption of no elastic interaction between the phases. Because a wave traveling in one phase is not disturbed by the presence of the other phase in this model, the effective bulk modulus of one phase is same as the bulk modulus of its sole phase, namely, Lg ¼ qg Cg2 and Ll ¼ ql Cl2 . In the annular flow, the pressure wave in the gas phase is not transmitted to the liquid phase but is mostly either reflected back or changed into capillary waves on the liquid surface. We can then assume Lg ¼ qg Cg2 and Ll ¼ 0. It is suggested by Van Stralen [16] that the minimum radius of the bubble nuclei can be expressed in the nucleation process as a function of saturation temperature, latent heat, and

Fig. 2. Bulk modulus and surface thickness of the water–vapor mixture.

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superheating temperature. It is suggested that the minimum radius of bubble nuclei be of the order of magnitude 106 –107 m for many liquids. Therefore we can deduce that the radius of curvature Ri has the same order of magnitude as the surface thickness d. Eq. (5) suggests that for Rg P 0 and Rl  Rg ¼ d, we must have the inequality 0 < b 6 1. For the bubbly flow, since the surface thickness and the bubble diameter have the same order of magnitude in the limit, we are led to the approximation, b ¼ Oð1Þ. In contrast, for the annular flow with an interface having a large radius of curvature, b becomes relatively small. On this reason, we can make interpolation of b as a function of void fraction. For the convenience, we treat this parameter as a constant in the characteristic analysis. 2.2. Transformation of governing equations Using the definition Xk  ðoqk =opk Þuk , Yk  ðoqk =ouk Þpk , and the identity opg =ox ¼ opl =ox which is derived from Eq. (4) for the equilibrium states of the bubble, we can write out Eqs. (1)–(3) as follows: Continuity:   oag opg oag opg ovg oug oug þ ag Xg þ qg vg þ ag Xg vg þ qg ag þ ag Yg þ vg ¼ /c;g ; qg ot ot ox ox ox ot ox   oal opg oal opg ovl oul oul ql þ al Xl þ ql vl þ al Xl vl þ ql al þ al Yl þ vl ¼ /c;l : ot ot ox ox ox ot ox

ð15Þ ð16Þ

Momentum: ag qg al ql

ovg opg ovg oag þ ag þ ag qg vg þ bLg ¼ /m;g ; ot ox ox ox

ovl opg ovl oal þ al þ al ql vl  bLl ¼ /m;l : ot ox ox ox

ð17Þ ð18Þ

Internal energy: ag qg al ql

oug oug oag oag ovg þ ag qg v g þ pg þ pg v g þ pg ag ¼ /e;g ; ot ox ot ox ox

oul oul oal oal ovl þ al ql vl þ pl þ pl vl þ pl al ¼ /e;l : ot ox ot ox ox

ð19Þ ð20Þ

It holds that ag þ al ¼ 1. If we use an auxiliary thermodynamic equation  dqk ¼

oq opk



 dpk þ

uk

oq ouk

 duk ¼ Xk dpk þ Yk duk ; Pk

ð21Þ

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then a matrix equation holds A

oU oU þB ¼ C; ot ox

ð22Þ

where U ¼ ½ ag

pg

vg

vl

ug

ul T ;

ð23Þ

 T C ¼ /c;g /c;l /m;g /m;l /e;g /e;l ; 3 2 0 0 ag Yg 0 qg ag Xg 6 ql al Xl 0 0 0 al Yl 7 7 6 7 6 0 0 a q 0 0 0 g g 7; A¼6 6 0 0 0 7 0 0 al ql 7 6 4 pg 0 0 0 ag qg 0 5 0 0 0 0 al ql pl 2 qg vg ag vg Xg ag qg 0 ag Yg vg 6 ql vl al vl Xl 0 al ql 0 6 6 bLg a a q v 0 0 g g g g B¼6 6 bLl a 0 a q v 0 l l l l 6 4 pg vg 0 ag pg 0 ag qg vg 0 0 al pl 0 pl vl

ð24Þ

ð25Þ

3 0 al Yl vl 7 7 0 7 7: 0 7 7 0 5 al ql vl

ð26Þ

The source vector C in Eq. (22) requires constitutive equations related with the transport of mass, momentum, and energy between phases. To maintain the consistency with the interfacial transfer relations, we prefer the same constitutive equations as were adopted in RELAP5/MOD3 code for the bubbly, slug, and annular flow regimes. In practice, we identify flow transition regimes like the bubble-to-slug and the slug-to-annular flow regimes by interpolation as a function of void fraction. Eq. (22) can be transformed into oU oU þG ¼ E; ot ox

ð27Þ

where G ¼ A1 B and E ¼ A1 C. The governing equations are then straightforward: oV oV þH ¼ M; ot ox

ð28Þ

where H ¼ J G J 1 , M ¼ J E, and J ¼ oV=oU. The conservation vector V is  V ¼ ag qg

al ql

ag qg v g

al ql vl

ag qg ug

al ql ul

T

:

ð29Þ

M.-S. Chung et al. / International Journal of Engineering Science 40 (2002) 789–803

We define the flux vector F by 3 2 ag qg vg 7 6 al ql vl 7 6 2 6 ag qg vg þ pg ag þ bLg ag 7 7; 6 F¼6 2 7 6 al ql vl þ pl al þ bLl al 7 5 4 ag qg vg ug al ql vl ul

797

ð30Þ

where the relative surface thickness b is a relatively infinitesimal variable. An alternative form of Eq. (28) is oV oF oF þ þW ¼ M; ot ox ox

ð31Þ

where W ¼ ðJ G  KÞ K 1 and K is another Jacobian matrix oF=oU. To obtain the flux vector F, Eq. (31) is further transformed to oF oF þR ¼ N; ot ox where R ¼ K G 2 qg 6 ql 6 6 qg vg J ¼6 6 ql vl 6 4 qg ug ql ul

ð32Þ

K 1 , N ¼ K E, and the Jacobian matrices J, K are 3 ag Xg 0 0 ag Yg 0 7 al Xl 0 0 0 al Yl 7 7 ag vg Xg ag qg 0 ag vg Yg 0 7; 7 al vl Xl 0 al ql 0 al vl Yl 7 5 ag ug Xg 0 0 ag ðug Yg þ qg Þ 0 al ul Xl 0 0 0 al ðul Yl þ ql Þ

2

qg vg 6 ql vl 6 6 qg v2g þ pg þ bLg K ¼6 6 q v2  pl  bLl 6 l l 4 qg vg ug ql vl ul

ag vg Xg al vl Xl ag v2g Xg þ ag al v2l Xl þ al ag vg ug Xg al vl ul Xl

ag qg 0 2ag qg vg 0 ag qg ug 0

0 al ql 0 2al ql vl 0 al ql ul

ag v g Yg 0 ag v2g Yg 0 ag vg ðug Yg þ qg Þ 0

ð33Þ

3 0 7 al vl Yl 7 7 0 7: 2 7 al vl Yl 7 5 0 al vl ðul Yl þ ql Þ ð34Þ

3. Flux vector splitting The fluxes normal to the cell interfaces are calculated from the Riemann problem, which is shown in the work of Stadtke et al. [17]. For this purpose, the governing equation (27) is projected normal to the cell interface:

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oU oU þ Gn ¼ En: ot on

ð35Þ

Corresponding to the six real eigenvalues, a linearly independent set of eigenvectors exists which is a necessary condition for a hyperbolic system of equations. A similarity transformation exists by which the characteristic form of the equations is obtained: L1 n

oU oU þ Kn L1 ¼ L1 n n En; ot on

ð36Þ

where the eigenvalue matrix is Kn ¼ L1 n G n Ln . The columns of matrix Ln are the right eigenvectors of the coefficient matrix G n and the rows of L1 n are the left eigenvectors of G n . Using the individual eigenvalues, the coefficient matrix G n can be split into the elementary parts Gn ¼

6 X

G n;m ;

ð37Þ

m¼1

with G n;m ¼ Ln Kn;m L1 n . The diagonal matrix Kn;m consists of the mth eigenvalue only. To obtain flux vectors at the cell interfaces, Eq. (32) is used as oF oF þ Rn ¼ N n; ot on

ð38Þ

where the coefficient matrix Rn ¼ K n G n K 1 n with K n ¼ oFn =oU. The similarity transformation does not change the eigenvalues of the governing equation system. Therefore, the characteristic form of the governing equations, equivalent to Eq. (36), is L01 n

oF oF þ Kn L01 ¼ L01 n n N n; ot on

ð39Þ

where the transformed right eigenvectors are L01 ¼ K n Ln . n If we linearize Eq. (39), then the numerical flux at the cell interface is composed of the positive and negative contributions depending on the sign of eigenvalues as X  Rm  X  Rm   Fj þ Fjþ1 ; ð40Þ Fjþ1=2 ¼ km j km jþ1 m;km >0 m;km <0 where km denotes the mth component of eigenvalue matrix. The resultant form of the governing equations based on the finite volume method is obtained from the conservative equation (31) as Vjnþ1 ¼ Vjn 

 Dt   Dt      Fjþ1=2  Fj1=2 Wjn Fjþ1=2   Fj1=2 þ DtMjn : Dx Dx

ð41Þ

A non-physical discontinuity might appear at the sonic transition of the computed results. It can be corrected by a simple modification similar to that used by Buning and Steger [18]. It redefines the eigenvalues k m using a small parameter em , namely,

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k m ¼ km

qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 1  1 þ ðem =km Þ2 2

799

ð42Þ

:

We assign a very small number to em , for example, of the order ðem =km Þ2 6 Oð104 Þ, to make modification of the eigenvalues truly small. 4. System eigenvalues and numerical example 4.1. Characteristic analysis The eigenvalues of the equation system represent the propagation speeds of small-amplitude, short-wavelength perturbations as indicated by Whitham [19]. Whereas both source and dispersion terms of the source vector play an important role for long-wavelength disturbances and the nonlinear wave interaction causes dominant effect on the large-amplitude disturbances. If the eigenvalues are all real, the equation system is hyperbolic and its solutions are stable against small disturbances. The eigenvalues of coefficient matrix G in Eq. (27) are obtained by DetðG  kIÞ ¼ 0:

ð43Þ

Here, we assume that the ‘relative surface thickness’ is a constant, 1.0, in order to derive the eigenvalues analytically from Eq. (43). As a result, we can derive a sixth-order polynomial equation as follows: P6 ðkÞ ¼ ðk  vg Þðk  vl Þðk4 þ Z1 k3 þ Z2 k2 þ Z3 k þ Z4 Þ ¼ 0;

ð44Þ

where the coefficients are Z1 ¼ 2ðvg þ vl Þ, Z2 ¼

Z3 ¼

1 þ ag Cl2 ql # ( "  )     L L 2 2 g l  al Cg2 qg vg þ vl þ 2vg vl   Cl2 þ ag Cl2 ql vg þ vl þ 2vg vl   Cg2 ; qg ql al Cg2 qg

2 þ ag Cl2 ql !# ( "  )      L L g l  v2g þ ag Cl2 ql vl Cg2  v2g þ vg  al Cg2 qg vg Cl2  v2l þ vl  v2l ; qg ql al Cg2 qg

1 Z4 ¼ 2 al Cg qg þ ag Cl2 ql

( al Cg2 qg

"



 Lg  v2g Cl2  v2l qg

!# þ ag Cl2 ql



Cg2  v2g

 L

l

ql

)  v2l :

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Table 1 Three sets of six eigenvalues Eigenvalues Bubbly regime

Slug regime Annular regime

k1;2 ¼ vg ; vl ;

k3;4 ¼ vg  Cg ;

k5;6 ¼ vl  Cl

k1;2 ¼ vg ; vl ;

k3;4 ¼ vg  Cg ;

k5;6 ¼ vl  Cl

k1;2 ¼ vg ; vl ;

k3;4 ¼ vg  Cg ;

k5;6 ¼ vl  Cl

sffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi qg Cg2 2 al Cg qg þ ag Cl2 ql

sffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi al qg Cg2 al Cg2 qg þ ag Cl2 ql

The analytical solution of the characteristic equation (44) gives three sets of six real eigenvalues as listed in Table 1, which represent the bubbly, slug, and annular flows. The first two eigenvalues, k1;2 ¼ vg ; vl , represent the convection velocity of the gas and the liquid phases, respectively. The other two eigenvalues, k3 and k5 , represent approximately the sonic speeds in the gas and the liquid phases. For the bubbly and slug flows, the total sonic speed can be obtained by the void fraction weighting [10,11]: Ct ¼

k3 k5 : al k3 þ ag k5

ð45Þ

For the annular flow, the individual phasic sonic speeds, k3 and k5 , shall be used. In Fig. 3, we compared the computed total and phasic sonic speeds with the experimental data produced by Henry et al. [20]. For the bubbly flow, the total sonic speed agrees reasonably well with the experimental data in the void fraction range 0 < ag < 0:2 as shown in Fig. 3(a). The increasing deviation in the range ag > 0:2 is probably caused by transition of the flow regimes. Fig. 3(b) shows that the sonic speed of the water–air slug flow is in good agreement between the computed and experimental data in the entire void fraction range 0 < ag < 1. The sonic speed of the gas phase of the annular flow agrees well in Fig. 3(c) with the experimental data [20]. For the liquid phase, unfortunately, experimental data do not exist. The computed result shows that sonic speed of the liquid phase is subject to a rapid initial decrease for the very low the void fraction range, due to the effect of increasing elasticity at the interface. 4.2. Edwards pipe problem This problem is the benchmark test for Edwards and O’Brien’s [21] blowdown experiment. It represents a loss-of-coolant accident (LOCA) problem in the pressurized water reactor. The pipe is horizontal, 4-m long with the cross-section area 0:00456 m2 . It is filled with subcooled water under the initial pressure 7.0 MPa. Discharge of the flow is abruptly initiated by suddenly opening one end of the pipe that has a narrow cross-section area 0:00397 m2 . An expansion wave sweeps backward from the open end of the pipe, accompanied by flashing of the subcooled water due to the severe depressurization.

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Fig. 3. Calculated sonic speeds compared with the experimental data: (a) Bubbly flow (pg ¼ 283 kPa). (b) Slug flow (pg ¼ 172 kPa). (c) Annular flow (pg ¼ 100 kPa).

In Fig. 4(a), the pressure is predicted at the open end of the pipe; the pipe is composed of 20 cells. The calculated time-dependent vapor pressure lies close to the measured pressure data. After the expansion wave is reflected at the closed end of the pipe, which is observed by the slight undershoot of the pressure in Fig. 4(a), the pressure is maintained near 2.8 MPa for about 0.15 s. The result of the present model shows that the pressure undershooting is less and the second depressurization occurs somewhat earlier in the calculated data than in the experimental data. However, the overall comparison appears as good as RELAP5/MOD3 code does. Fig. 4(b) shows the calculated time-dependent void fraction at the midsection of the pipe. Significant discrepancy which might have been originated from the inaccurate constitutive equations is apparent in the initial stage of the flow development, up to t ¼ 0:10 s. This deviation of the void fraction is also evident with the RELAP5/MOD3 code. Nevertheless, comparison of the present results with the experiment is significantly improved in later times. In contrast,

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(a)

(b)

Fig. 4. Edwards pipe blowdown problem: (a) pressure history at the open end of the pipe; (b) void-fraction history at the midsection of the Edwards pipe.

RELAP5/MOD3 shows irregular void-fraction change up to t ¼ 0:25 s. The present result is also smoother than the earlier data of the present authors [10]. 5. Conclusions A hyperbolic system of two-phase two-fluid conservation laws has been derived using the interfacial pressure jump terms expressed ultimately as a function of fluid bulk moduli. Owing to its hyperbolicity, the equation system can be solved by an upwind numerical method like the flux vector splitting method. All the eigenvalues of the equation system turned out to be real which must be a remarkable improvement over the earlier two-phase formulations. The computed sonic speeds gave good comparison with the measured data. It has been demonstrated that the present model can be efficiently applied to the wave-dominant two-phase flows having strong expansion and shock waves with abrupt depressurization and flashing phenomena such as Edwards pipe problem.

Acknowledgements The authors are grateful to Dr. Won-Jae Lee in KAERI for the helpful technical discussions he offered while we prepare this paper. References [1] R.W. Lyczkowski, D. Gidaspow, C.W. Solbrig, E.D. Hughes, Characteristics and stability analyses of transient one-dimensional two-phase flow equations and their finite difference approximations, Nucl. Sci. Eng. 66 (1978) 378–396.

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