I. Bylica et M. Jaroszynski, COMPARATIVE-STUDIES ON HYDRAULICS OF DUMP ED AND STRUCTURED PACKINGS, Inzynieria Chemiczna i Procesowa, 16(3), 1995, pp. 421-439
Experimental studies on the hydraulics for six dumped and five structu
red packings under identical conditions were carried out. Technical da
ta of the investigated packings were determined experimentally (Table
1). The investigations were carried out in the column of 250 mm in dia
meter and 1 m heigh of packed bed for the air-water system at normal p
ressure. The experiments included measurements of pressure drop on dry
and wetted packings and column flooding. Pressure drop on dry packing
is described by Eq. (11) where the wall factor K has been calculated
from Eq. (10) and the friction factor psi has been calculated from Eq.
(13). The Reynolds number Re-g was calculated from Eq. (12). The cons
tant c and exponent A in Eq. (13) were determined on the basis of expe
rimental data and (Table 2). In Figure 3 there are presented pressure
drops on dry packings as a function of gas velocities for the investig
ated metallic packings. Basing on the form of the equation for pressur
e drop on wetted packing [10, 24] correlational equation (20) was deve
loped. The values of estimated parameters a(0)-a(4) in Eq. (20) are li
sted in Table 3. The dimensionless numbers Re-g, Re-c, Fr-c are define
d by Eqs. (12), (18) and (19). The agreement between the calculated va
lues of Delta P/H (Eq. (20)) and the experimental ones can be consider
ed as satisfactory. By way of illustration the comparison between the
calculated pressure drop using eq. (20) and the experimental data for
PSL-25 packing is shown in Fig. 5. The flooding line can be calculated
according to Eq. (22) for all investigated packings except for Raschi
g-25 rings, for which Eq. (23) is valid. In Figure 6 there are compare
d the values calculated from Eq. (22) with the experimental data for i
nvestigated packings. The agreement between the calculated results and
those obtained by measurement is satisfactory. The investigations sho
wed that pressure drops on construction packings are much lower and li
miting loads of gas and liquid phases much higher than those on dumped
packings. It was found that the most desirable properties had constru
ction packing X-30-100.