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Numerical Modelling of Evaporation and Condensation Phenomena

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Investigation of interfacial phase change phenomena has been a subject of keen interest due to the complexities involved in the evaporation and condensation processes. Therefore, a numerical model based on the Volume of Fluid (VOF) method has been developed in OpenFOAM software package. This model is capable of simulating evaporation and condensation phenomena at a liquid-vapor interface subjected to non-isothemal boundary conditions. This is part of the study to simulate the phase change phenomena in HydroFluoroEther (HFE-7000) as observed in the Sounding Rocket Compere Experiment 2 (SOURCE 2). SOURCE 2 focuses on the investigation of behaviour of propellants for future cryogenic space missions. The phase change model is first applied to a benchmark evaporation model. The numerical results are in well agreement with theoretical results. Finally, the model was verified on the sounding rocket experiment (SOURCE 2) and a satisfactory comparison of results was obtained.
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... When the value of α is one, this indicates that only liquid is present in the cell. Fig. 1 shows the volume fractions of liquid in each of the cells based on the values of α. [8] ...
... The Reynolds stresses and the turbulent flow field in the RANS are calculated based on the standard k-ε model. The volume POLISH MARITIME RESEARCH, No 4/2023 45 fraction for the two phases, liquid and gas, is calculated using the volume fraction equation in Eq. (2): (2) where the variables xample of the distribution of values in cells [8] umerical approach is employed to calculate the sloshing ssumed that the fluid flow is incompressible, and the turbulent epresented by the Reynolds-averaged Navier-Stokes (RANS) the turbulent flow field in the RANS are calculated based on raction for the two phases, liquid and gas, is calculated using ): ...
... 12]. and n example of the distribution of values in cells [8] numerical approach is employed to calculate the sloshing s assumed that the fluid flow is incompressible, and the turbulent s represented by the Reynolds-averaged Navier-Stokes (RANS) d the turbulent flow field in the RANS are calculated based on e fraction for the two phases, liquid and gas, is calculated using (2): ...
Article
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This study investigates the effects of sway and roll excitations on sloshing liquid loads in a tank, using Ansys Fluent software. The model considered in the study is a 1:50 scaled membrane-type tank, based on a KC-1 membrane LNG tank designed by Korea Gas Corporation (KOGAS). The volume of fluid (VOF) method is used to track the free surface inside the tank, and the standard k-ε model is applied to express the turbulent flow of the liquid. To explore the motion of the tank under excitation, a user-defined function (UDF) and a dynamic mesh technique are employed to control the external forces exerted on the tank through its motion. The results, in the form of time series data on the sloshing pressures in the tank under pure sway, roll, and coupled sway-roll, are analysed, with specific ranges for the excitation amplitudes and frequencies. We show that variations in excitation frequency and amplitude significantly influence the sloshing loads. Sloshing loads are found to intensify when the excitation frequency matches the tank’s primary natural frequency, 1.0 ω 1 ′. Furthermore, with coupled sway-roll excitations, the sloshing loads are weakened when the sway and roll are in-phase and are intensified when these are out-of-phase. Fast Fourier transform analysis provides insights into the frequency domain, showing that the dominant frequency is 0.88 Hz and it is approximately equal to the tank’s primary natural frequency, 1.0 ω 1 ′.
... The three-phase flow in an airlift pump is simulated as a two-phase gas-liquid flow of two compressible and immiscible Newtonian fluids. The system is simulated using the volume-of-fluid (VOF) method [7], where the two phases are treated as a single effective fluid. Introducing the VOF indicator function α ( x; t) illustrated in Fig. 1 and defined as [8] ...
... Here, U is the velocity and p total is the total pressure used in VOF solvers in OpenFOAM and defined as [7]: ...
Conference Paper
Airlift pumps use compressed gas to transport liquids and solid particles. Due to the lack of theoretical equations for airlift pump design and prediction of its flow regimes, numerical or experimental investigations must be carried out to find the best condition to operate it with high efficiency. For low volumetric fractions of small solid particles, the flow in airlift pumps may be simplified using a two phase approximation in which the solid phase is neglected. Then, the system corresponds to a liquid-gas mixture and its determining equations consist of the Navier-Stokes equation, continuity, energy conservation and the phase transport equation. This paper presents numerical studies on the optimization of air–water flow in an airlift pump. The studies were performed using a built-in OpenFOAM solver for the two-phase flow of two compressible fluids. The results of calculations are presented for different air mass-flow rates. The influence of gas mass flow rates on airlift efficiency was investigated.
... where φ is the volume flux at faces, S f is the face normal vector pointing outwards from the cell, and C α is an adjustable coefficient that determines the magnitude of the compression (usually C α 1) [15]. n f is the interface unit normal vector taken from the phase fraction distribution as: ...
... where δ is a stabilization factor [15]. The artificial interface compression term is an extra term added to the phase fraction evolution equation and is non-zero only when 0 < α < 1, i.e., at the fluid interface, and avoids its numerical diffusion (notice that in reality, the two fluid flow presents a sharp interface) [16]. ...
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... The time step size in the simulations performed was determined by the Courant Number which determines the propagation speed of information on the mesh (Haider 2013). The ...
Thesis
Water storage tanks are usually utilized in water distribution systems (WDS) to meet the water demand fluctuations. Long residence periods experienced in these tanks can cause immoderate loss of the disinfectant residual due to the numerous processes that occur in water. Low-level disinfectant residual can encourage microorganism regrowth in the distribution system, leading to unsafe water. Chlorine is the most common disinfectant used to disinfect water supplies. However, variations in the rate of chlorine decay in these storage tanks is one of the greatest limiting factors in ensuring adequate water treatment process and giving guarantee to its efficiency. These variations could be due to some inadequately tested mechanisms of chlorine reactions in bulk fluid, chlorine reactions with storage tank walls, and evaporation. This study presents Computational Fluid Dynamics (CFD) modeling approach to assess the influence of evaporation on residual chlorine in water storage tanks. Simulations together with experimental measurements were performed in laboratories as well as at the water treatment plant in order to gain a better understanding of the influence of evaporation on residual chlorine in water storage tanks. Findings from this study indicate that an increase in the evaporation rate accelerates the rate at which residual chlorine is lost. This study can contribute to the existing literature about monitoring chlorine decay in storage tanks and therefore help the managements of water and sewerage treatment plants to come up with appropriate tools and design of storage tanks. It is concluded that temperature is the main factor influencing evaporation, which in turn causes disappearance of residual chlorine within the water storage tanks.
... The volume of fluid (VOF) method [41] is used in the phase change, and the heat conduction in the wall is not considered. The volume fraction (a l ) for the liquid phase can be obtained from Eq. (1) [42], and the volume fraction (a v ) for the vapor phase from a v ¼ 1 À a l : ...
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The oscillatory flow and the heat transfer in two-dimensional pulsating heat pipes (PHPs) with multi-turns were simulated using OpenFOAM. The volume of fluid method was used for the phase change, and the behavior of the working fluid was achieved by considering the mass transfer balance between the evaporation and the condensation. Ethanol was used as the working fluid, and the liquid phase and the vapor phase were assumed to be incompressible. The result revealed that the temperature variation curves did not converge to one pattern according to the number of grids in the symmetric shape of the PHP because the starting time of the working fluid circulation was different. In the PHP with the asymmetric shape, the circulation started earlier than in the PHP with symmetric shape. When the bond number was 0, which means being in zero gravity, the working fluid dried out in the evaporator section of the PHPs with 5 and 10 turns. However, the working fluid still remained in the PHPs with 15 and 20 turns. The numerical analysis performed in this article is expected to help to simulate the flow phenomenon in PHP.
... Among the current multiphase solvers in standard OpenFoam package and also extended solvers, three solvers are selected to evaluate their performance on modeling the thermal driven phase changing inside the cryogenic tanks: interThermalPhaseChangeFoam [21,22] cryoCavitatingFoam [23,31], and compressibleInterFoam [32]. The performance of these solvers in capturing thermally-driven phase change inside the tank and predicting the evaporation rate and tank pressure is summarized below. ...
Conference Paper
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Liquefied natural gas is predicted to continue its growth as an alternative fuel for the heavy-duty automotive and shipping sector. In recent years, rapid advances in computational fluid dynamics capabilities have led to improvements in the rate of development and cost reduction for cutting edge technology. However, in the field of LNG, currently available tools are not capable of reliably predicting many of the behaviors specific to cryogens and multispecies cryogens. This review surveys the current state of the solvers and studies in the field. Focus is given to variable LNG composition and the corresponding thermophysical properties, tank motion, and thermally-driven phase change as these are the main factors driving LNG behavior in fuel tanks. It is demonstrated that the oversimplification of the LNG composition fails to give full insight into many of the processes taking place. Tank motion is adequately addressed in the current solver state, however, the simultaneous consideration of fluid properties, tank motion, and thermally-driven phase change are the next necessary step. While thermally-driven phase change in cryogenic fluids is well researched, implementation and validation of the physical models in general purpose CFD codes are lacking.
... The discrete Navier-Stokes equations for a transient, 3D, two-phase, isothermal turbulent flow were then solved in the framework of the opensource CFD code OpenFOAM v3.0+ over the calculation grid using the compressibleInterFoam solver, which resorts to a VOF (volume of fluid) phase-fraction based interface capturing approach, and PIMPLE algorithm for pressure-velocity coupling. The resolved equations can be found in (Haider, 2013). Timesteps of 1e -5 to 1e -4 s were chosen (CFL condition C<1) and the k-ε realizable model with wall function was used to account for turbulence. ...
Conference Paper
In the present study, the transient air and water flow within a full-scale sprinkler fire protection system filled with pressurized air at idle state (dry pipe) was investigated. Computational Fluid Dynamics (CFD) simulations within the OpenFOAM package were carried out to calculate the air/water flow inside the pipes consequently to the opening of one sprinkler head, accounting for the discharge of air through the sprinkler head, and the inflow of water from a fire pump. A VOF (Volume of Fluids) approach was followed, accounting for the compressibility of air, and turbulence was considered using the k-ε realizable model. Furthermore, pump and sprinkler routines were implemented, taking into account the pump performance curve and the phenomenon of choked flow at the sprinkler head when the exit velocity reaches sonic conditions. Various scenarios were studied, i.e. opening of the sprinkler head before pump activation (also known as single interlock) or opening of the sprinkler head after pump activation (double-interlock). In particular, the time constant of the system, i.e. the time necessary to reach steady-state water flow at the sprinkler head required was assessed for systems of gridded typology under various operating conditions (different initial pressure values in the system).
... Following Haider's derivation [33] of a mixture energy equation for a two-phase VOF model, energy source term due to cavitation   i m h H  is added to the RHS of the energy equations for the liquid and vapour phases in Eqn (15). This source term comprises interfacial mass transfer rate m , specific enthalpy i h of the liquid/vapour mass that takes part in the phase change process and enthalpy of phase change H  .With the addition of these source terms, the mixture energy equation can be rewritten as: ...
... Similar implementations in OpenFOAM (version 2.1.1, The OpenFOAM Foundation, London, UK) have been done by Haider [19] and Kunkelmann [20] in their Ph.D. thesis. Georgoulas et al. [21] implemented an improved VOF method to simulate bubble detachment in pool boiling. ...
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In this paper, we apply computational fluid dynamics (CFD) to study the thermodynamic response enhanced by sloshing inside liquefied natural gas (LNG) fuel tanks. An existing numerical solver provided by OpenFOAM is used to simulate sloshing in a model scaled tank of similar form to an LNG fuel tank. The interface area has been estimated for different sloshing regimes on three different numerical grids representing the tank in 3D. Estimating the interface area is done by performing a grid-independence study. In the most severe sloshing conditions, convergence is not achieved. By combining the results from experiments and CFD, it is found that the interface area and the condensation mass flow rate are in phase for the most severe sloshing condition. The existing CFD solver is modified to determine the pressure drop. The simulation results are compared to the experimental data, and the results are acceptable and thereby show a potential in applying CFD to predict the thermodynamic response due to sloshing. By plotting the temperature contours, indications are found that the exchange of cold bulk and saturated liquid due to sloshing has a significant influence on the thermodynamic response.
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