DESIGN AND OPERATING REQUIREMENTS Design requirements
To maximise the efficiency of a column packed with Dixon rings the diameter must be a minimum of six times that of a singular unit Therefore when working with the 1/8”(3.175mm) Dixon rings the column must be a minimum of 20mm however it is advisable to design columns with greater diameter than this.
The column must also have an easy access both top and bottom for filling and emptying the column of Dixon rings although this will be an infrequent requirement.
6.2 Operating requirements
The principle behind the counter current application of Dixon rings is the formation of a liquid film over the rings, in which the gas passing up over this film is “scrubbed”. One specific requirement of Dixon rings then is the need for pre wetting. If operation is started without pre wetting the rings, efficiency is greatly reduced. Pre wetting is achieved by flooding the column slowly (i.e. over a period of at least an hour) the bottom valve is shut and the liquid allowed to run in and “flood the column” at a low flow which both stops air locks and allows all the Dixon rings to be thoroughly wetted. It is advisable to leave the column flooded between uses.
Once the column is fully flooded the valve at the base of the column is opened slowly and the desired liquid flow selected, the column is then left for a further hour to reach equilibrium before any gases, clean or dirty are shown to the column.
7. CHARACTERISATION OF PACKING PERFORMANCE 7.1 Surface area
The surface area of Dixon rings was obtained through BET surface area analysis using Krypton. Although the surface area of Dixon rings is large in comparison to other packing materials, it was still on the lower end of the operating range of typical BET surface area measurement equipment. The surface area of a 1/8” ring was quantified as 2378m2/m3, almost triple that of the common 10mm Pall ring.
7.2 Pressure drop
The pressure drop is known to be very low for Dixon rings, this allows Dixon rings to be used in reduced pressure applications as well as allowing energy savings in terms of energy consumption of pumps and blowers. The pressure drop was calculated by OG Dixon1 as mentioned above to range from 49.82-647.63pa per 305mm of packing in vapour flow rates between 30-274 mm/second. In our apparatus described here, the pressure drop was considered to be negligibly small.
7.3 Mass transfer coefficient
The Height equivalent to a theoretical plate was reported By Dixon1 to be as high as 200 plates in a 914mm length 258.mm diameter column, (a height equivalent to theoretical plate of 4.57mm). The mass transfer coefficient within this work was determined to be in the region of 463.22 mg/l/min
7.4 Liquid holdup
The quantification of both dynamic and static liquid holdup is required. The dynamic liquid hold up is the volume of water in the column at any one point during normal operation. This quantity is very important due to its relation with wetted area, pressure drop, flooding characteristics and transient behaviour of the column. This quantity is measured by closing both the inlet and outlet flows and then collecting the liquid in the column. Most packings promote the path of water to the outer walls of the column resulting in a decrease in efficiency meaning that regular redistributor plates are required. Dixon rings however promote the funnelling of liquid into the centre of the column causing a visual effect of a very low dynamic holdup although at maximum operating flow the column is approximately 80% full. Dixon (1948)1 in his work measured the dynamic liquid holdup to be between 10-48 grams per 645mm2 of the column.
Most previous research, including “(Gilath, 19692, King, 19583; Leva, 19534; Norman, 19615; Shulman et al., 19556) found that for a given packing, the liquid holdup is
proportional to the liquid mass flow rate to a power of between 0.5 and 0.7. It is known (Norman, 1961)6 that the thickness of a film of liquid flowing down a plate is proportional to the cube root of the liquid flow rate. When the packing has undergone pre wetting, the wetted areas and the static holdup should reach a constant value. Change in the liquid flow rate should then affect only the dynamic holdup as a result of change in the film thickness. The difference between the experimentally found power of 0.5 to 0.7 and the theoretical one of 0.33 is attributed by Norman (1961)6 to changes in the wetted areas of the packing.2
Static liquid holdup is the volume of liquid that remains in the column after the column has drained. This is the liquid that is still forming a film over the Dixon rings. The measurement of static liquid holdup is performed by draining the column as usual, however once the liquid flow has stopped (or become very slow i.e. dripping) the drain valve is shut and the column is left for 24 hours and during this period the water runs down the column. As with dynamic liquid holdup the liquid is then drained off providing a value for static liquid holdup.
Within this research the dynamic liquid hold up was determined to be 0.71932 millimetres cubed / cubed millimetre of column and the static liquid holdup was determined to be 0.17325 millimetres cubed / cubed millimetre of column.