Page 359 - Water and wastewater engineering
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8-28   WATER AND WASTEWATER ENGINEERING

                                 8-7.   Repeat  Problem 8-5  assuming a three-column system in series and operation of the
                                     “lead” column until the bed is exhausted. Assume the total out-of-service time is
                                     three hours.

                                 8-8.   Continuing the design of the ion exchange column for the Village of Calcite, provide
                                     the following for the two-bed system that will operate in parallel with staggered
                                     regeneration cycles:

                                                              3
                                                                    2
                                       a. Surface loading rate (m  /d · m  )
                                       b. Height and diameter of the resin bed
                                       c. Empty bed contact time (min)
                                                                 3
                                                           3
                                       d. Service flow rate (m  /d · m  )

                                       e. Height and diameter of the column vessel
                                       f. Pressure drop
                                                                          3
                                     Assume the density of the resin is 830 kg/m   (moist), a resin height less than or equal
                                     to 4.0 m, and that 50% expansion of the bed will be used during backwash. The pres-
                                     sure drop across the bed should be less than 140 kPa.
                                 8-9.   Repeat  Problem 8-8 using the three bed system designed in  Problem 8-4 .

                                  8 -10.  Continuing the design of the ion exchange column for the Village of Dolomite, pro-
                                     vide the following for the two-bed system that will operate in parallel with staggered
                                     regeneration cycles:
                                                                    2
                                                              3
                                       a. Surface loading rate (m  /d · m  )
                                      b. Height and diameter of the resin bed
                                       c. EBCT
                                                           3
                                                                 3

                                       d. Service flow rate (m  /d · m  )
                                       e. Height and diameter of the column vessel
                                      f. Pressure drop
                                                                          3
                                     Assume the density of the resin is 850 kg/m   (moist), a resin height less than or equal
                                     to 4.0 m, and that 50% expansion of the bed will be used during backwash. The pres-
                                     sure drop across the bed should be less than 140 kPa.

                                 8-11.   Repeat  Problem 8-10 using the three-bed system designed in  Problem 8-7 .


                              8-8    DISCUSSION QUESTION


                                 8-1.  Two pilot ion exchange columns treating the same raw water in a parallel opera-
                                     tion yielded the breakthrough curves shown below. Assuming the resins are equally
                                     priced, which resin would you choose? Explain your choice.
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