The problem involves a mass balance around the two stages. If x kg/s salt is in the underflow discharge from stage 1, then:
salt in feed to stage 2 = (0.4 × 1)/100 = 0.004 kg/s.
The sand passes through each stage and hence the sand in the underflow from stage 1 = 0.4 kg/s, which, assuming constant underflow, is associated with (0.4/2) = 0.2 kg/s water. Similarly, 0.2 kg/s water enters stage 1 in the underflow and 0.4 kg/s enters in the overflow. Making a water balance around stage 1, the water in the overflow discharge = 0.4 kg/s.
In the underflow discharge from stage 1, x kg/s salt is associated with 0.2 kg/s water, and hence the salt associated with the 0.4 kg/s water in the overflow discharge = (x × 0.4)/0.2 = 2x kg/s. This assumes that the overflow and underflow solutions have the same concentration.
In stage 2, 0.4 kg/s water enters in the overflow and 0.2 kg/s leaves in the underflow.
Thus: water in overflow from stage 2 = (0.4 – 0.2) = 0.2 kg/s.
The salt entering is 0.004 kg/s in the underflow and 2x in the overflow — a total of (0.004 + 2x) kg/s. The exit underflow and overflow concentrations must be the same, and hence the salt associated with 0.2 kg/s water in each stream is:
(0.004 + 2x)/2 = (0.002 + x) kg/s
Making an overall salt balance:
0.004 = x + (0.002 + x) and x = 0.001 kg/s
This is associated with 0.4 kg/s sand and hence:
salt in dried sand = (0.001 × 100)/(0.4 + 0.001) = 0.249 per cent
The same result may be obtained by applying equation 10.16 over the washing stage:
S_{n+1}/S_{1}=(R-1)/(R^{n+1}-1) (equation 10.16)
In this case: R = (0.4/0.2) = 2, n = 1, S_{2}=x, S_{1}=(0.002+x) and :
x/(0.002+x)=(2-1)/(2^{2}-1)=0.33
x = (0.000667/0.667) = 0.001 kg/s
and the salt in the sand = 0.249 per cent as before.
Considering a single stage:
If y kg/s is the overflow feed of water then, since 0.2 kg/s water leaves in the underflow, the water in the overflow discharge = (y – 0.2) kg/s. With a feed of 0.004 kg/s salt and 0.001 kg/s salt in the underflow discharge, the salt in the overflow discharge = 0.003 kg/s.
The ratio (salt/solution) must be the same in both discharge streams or:
(0.001)/(0.20 + 0.001) = 0.003/(0.003 + y – 0.2) and y = 0.8 kg/s