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S.,--p-29-99 04:44i--1 P .05 <br /> • 0 <br /> AdMIN <br /> STAND/,M)OPERATING CONDITIONS <br /> Purollits A-520E NrrWiEREMOVAL <br /> Operation Flats Solution Minutes Amount <br /> Service 8-32 BV/h Influent water — — <br /> 1--4 1-4 gpnVP to be treated <br /> Backwash 5-7.5 nvb Influent water 5-20 1.5-4 BV <br /> 2-3 gpm/fI2 10-25 gaW <br /> (110-2M) <br /> (50-WF) <br /> Regeneration 2-6 BV/h 31,e-1 0%NaCl 20-60 90-2508 NaCl <br /> .25-.8 gpnw 7.8-15.6 lb/P <br /> Rinse slow 2-6 BV/h Influent water 20-60 2-5 BV <br /> .25-.6 gpnuV 115-40 galV <br /> Rinse fast 8-32 BV/1t Influent water <br /> 1-4 gpm/tt3 <br /> Backwash expansion 50-75% <br /> Design rising space 100% <br /> REGENERATION <br /> Sodium chloride Is generally preferred for regnera- clum carbonate In and around the Purolite A-520E <br /> tion for reasons of cost and efficiency.When available (or any other resin used in this application).Although <br /> sea water can be used quite effectively. The use of the precipitation Is not particularly detrimental in the <br /> softened water for make up of regenerant and rinse short term, the long term effects may include <br /> is often recommended to avoid the precipitation of cal- increased resin attrition and leakage of nitrates. <br /> PRECONDITIONING PROCEDURE <br /> Purollte A-520E Is processed to insure that It meets On Installation It is recommended that the resin be <br /> the requirements for use In the treatment of potable regenerated with two bed volumes of 6% NaC; <br /> water. followed by a rinse of four bed volumes of potable <br /> water, prior to use. <br /> HYDRAULIC CHARACTERISTICS <br /> The pressure drop or headloss across a properly by the bed,abnormal compressability of the resin,or <br /> classified bed of ion exchange resin depends on the ti,'9 Incomplete classification of the bed will have an <br /> particle size distribution,bed depth,and voids volume adverse effect and result In an increased headloss. <br /> • of the exchange material as well as on the viscosity Depending on the quality of the influent water, the <br /> (and hande on the temperature)of the Influent solu- <br /> tion, Factors affecting any of these pammetterv., for application and the design of the plant, serAce flow .9911ki. <br /> a <br /> example the presence of particulate mutter iil:-,.rc-d oL-',, rases may vary frCM 10-40 Led bolumes/hour (1-5 <br /> ai pree�u;a drop data I <br /> rpriV13).Typic, is given in Fig. 1. <br />