Page 58 - Vol.27
P. 58

Tech
             Notes
             技術專文


             圖 3、DOW HRLE-440 IPA 去除效率



                 Product Specifications
                                           Active area   Feed spacer   Permeate flow rate   Stabilized salt   Minimum salt
                 Product       Part number   ft  (m )   thickness (mil)   gpd (m /d)   rejection (%)   rejection (%)
                                                                       3
                                              2
                                            2
                 HRLE-440i     347733      440 (41)    28          12,650 (48)   99.5       99.3

                                                          Typical Stabilized Rejections for Individual Solutes
                                           Silica     Boron       Nitrate     Ammonium    Isopropyl alcohol
                                           rejection (%)   rejection (%)   rejection (%)   rejection (%)   rejection (%)
                                           99.8       68          97          97.5      94

                 1.  Permeate flow and salt (NaCl) rejection based on the following standard conditions: 2,000 ppm NaCl, 150 psi (10.3 bar), 77°F (25°C), pH 8 and 15% recovery.
                 2.  Flow rates for individual elements may vary but will be no more than 15% below the value shown.
                 3.  Sales specifications may vary as design revisions take place.
                 4.  Active area guaranteed +/-3%.  Active area as stated by Dow Water & Process Solutions is not comparable to nominal membrane area often stated by some
                   manufacturers.  Measurement method described in Form No. 609-00434.
                 5.  Specific solute stabilized rejections based on the following standard test conditions: 2,000 ppm NaCl, 150 psi (10.3 bar), 77°F (25°C), pH 7 and 15% recovery,
                   50 ppm SiO2, 5 ppm B, 100 ppm NO3 , 100 ppm NH4 + , or 100 ppm IPA.
                                     -



             圖 4、台中廠區本次 demo 專案系統流程圖


                 AORI 收集槽

                      900 CMD              RO 產水
                      250 mg/L             765 CMD
                                           15 mg/L
                   收集槽              RO 膜             中繼槽               UV             供水槽            RCW
                                       RO 濃縮水           RO 產水
                                       135 CMD          114 CMD
                                       1581 mg/L        94.86 mg/L
                                                                   RO 產水
                                    收集槽              RO 膜
                                                                   RCW
                                                        RO 濃縮水
                                                        21 CMD
                                                        9648 mg/L
                                                     排放槽           生物處理系統




             表 1、台中廠區 AORI+AOR 水質


                 系統編號          P5A AORI                              P5B AORI
                 水質項目          雙氧水        pH     導電度         COD     雙氧水        pH     導電度         COD
                 Date          ppm               μS/cm       ppm     ppm               μS/cm       ppm


                 02月17日        0.5        8.50   15.27               0.5        6.68   8.10
                 02月22日        4.0        7.61   18.32       765     0.5        7.19   8.83        1056
                 02月24日        0.5        8.22   17.26       570     3.0        7.78   8.94        6770

                 02月28日        5.0        8.30   17.03       795     7.0        7.39   11.88       1175
                 03月03日        4.0        8.16   16.41       511     0.0        7.66   12.55       590
                 03月06日        8.0        7.60   17.71       819     13.0       7.38   12.24       903

                 03月08日        7.0        8.56   14.55       664     3.0        8.69   13.40       1168
                 03月10日        3.0        8.15   11.23       425     0.0        7.93   9.81        578




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