Page 221 - Membranes for Industrial Wastewater Recovery and Re-Use

190 Membranes for Industrial Wastewater Recovery and Re-use

50 1 on 150 200 250 300 350 4011
Mass load [t/h]
Figure 4.10 Construction of the water supply linefor contaminant 1

Contaminant 2

/
’
/
Water supply line for contaminant two,
. / revealing a flowrate of 2,33 rih.
/

n 50 I no 150 200 250 300 350 400
Mass load [th]
Figure4.17 Constructionofthe watersupply linejorcontaminant 2

and its application, nearly all practical cases concern multiple-contaminant
matrices. It should be stressed that, although applicable for this case, it is not
generally the case that the overall target flow rate, based on all contaminants in
a multiple-contaminant system, corresponds to the highest value flow rate
observed when constructing the water supply lines.