where the height of the wall, L, is a correlation input and
where in turn g is the acceleration of gravity equal to 9.81 m/s
2. All material properties are evaluated at
(T + Text) ⁄ 2. This correlation is valid for
104≤ RaL ≤ 1013.
where the length of the wall, L, is a correlation input and
ϕ is the tilt angle (the angle between the wall and the vertical direction;
ϕ = 0 for vertical walls). These correlations are valid for
−60°
< ϕ < 60° and
104≤ RaL ≤ 1013.
The definition of the Raleigh number, RaL, is analogous to the one for vertical walls and is given by the following:
where in turn g denotes the gravitational acceleration, equal to 9.81 m/s
2.
For turbulent flow, 1 is used instead of
cos φ in the expression for
h, because this gives better accuracy (see
Ref. 38).
The laminar-turbulent transition depends on φ (see
Ref. 38). Unfortunately, little data is available about transition. There is some data available in
Ref. 38 but this data is only approximative, according to the authors. In addition, data is only provided for water (
Pr around 6). For this reason, the flow is defined as turbulent, independently of the
φ value, when
RaL is given by
Equation 4-126, and
L, the characteristic length (defined as area/perimeter, see
Ref. 38) is a correlation input. The material data are evaluated at
(T + Text) ⁄ 2.
Equation 4-129 is used when
T ≤ Text and
Equation 4-130 is used when
T > Text. Otherwise it is the same implementation as for
Horizontal Plate, Upside.
Here D is the cylinder diameter and
RaD is given by
Here D is the cylinder diameter and
RaD is given by
The following correlation corresponds to equation 7.83 in Ref. 38. It is validated only for side walls of the thin cylinder (
δT ≥ D), the horizontal disks (top and bottom) should be treated as horizontal plates. If the boundary thin layer is much smaller than
D, vertical wall correlations should be used.
where D is the cylinder diameter,
H is the cylinder height, and
RaH is given by