INAUGURAL–DISSERTATION zur Erlangung der Doktorwürde der ...
INAUGURAL–DISSERTATION zur Erlangung der Doktorwürde der ...
INAUGURAL–DISSERTATION zur Erlangung der Doktorwürde der ...
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50 3. Numerical Methods<br />
where<br />
U n ∈ {w n , w n ρ l r n , w n ρ l r n v n },<br />
S n ∈ {a n , ρ l b n , ρ l c n }.<br />
To solve these equations, the choice of numerical scheme is important because this<br />
array of equations are strongly coupled. Different finite difference schemes with varying<br />
or<strong>der</strong> of accuracy are tested.<br />
It has been shown [191] that Runge-Kutta 4 th or<strong>der</strong><br />
method can accurately solve the system of inhomogeneous equations represented by<br />
Eq. (3.19) and proven to be computationally efficient for DQMOM in one-dimensional<br />
physical space [191]. In the current study, the NDF is approximated by a three-node<br />
closure in DQMOM, which is proven to be accurate in previous studies [48, 49]. The<br />
three-node approximation of NDF implies that a total of nine coupled equations, which<br />
are generated by substituting n = {1, 2, 3}, in Eq. (3.19). These equations are solved<br />
to find the evolution of NDF, which is achieved by discretizing and estimating these<br />
equations with Runge-Kutta 4 th or<strong>der</strong> method. At every spatial location within the<br />
geometry, the source terms are computed through the models proposed in Chapter 2.<br />
The flowchart shown in Fig. 3.1 outlines the step by step procedure of the computational<br />
code.<br />
The previous studies concerning DQMOM in spray flows, transport equations are<br />
never solved in two-dimensional configuration but only in one dimension. In this study,<br />
the DQMOM transport equations are solved in two-dimensional (axial and radial direction)<br />
geometrical configuration for water and PVP/water sprays in air, by implementing<br />
a finite difference numerical scheme. At each axial and radial location, the<br />
coupled steady state transport equations of DQMOM are solved and the source terms<br />
such as droplet heating, evaporation rate, total forces acting on droplet and droplet coalescence<br />
are computed from the weights and abscissas available from the initial values<br />
at first iteration and from the last computed value in the next iterations. The steady<br />
form of the DQMOM transport Eqs. (2.26) – (2.28) in two dimensions can be written<br />
as<br />
where<br />
∂U n<br />
∂x + ∂E n<br />
∂z = S n, (3.21)<br />
U n ∈ {w n v n , w n ρ l r n v n , w n ρ l r n v n u n , w n ρ l r n v n v n },<br />
E n ∈ {w n u n , w n ρ l r n u n , w n ρ l r n u n u n , w n ρ l r n u n v n }.<br />
(3.22)<br />
In Eq. (3.21), x is the axial direction, z is the radial direction, and the corresponding<br />
velocities are v and u, respectively.<br />
To keep the computational efficiency, ease of