Page 162 - Fundamentals of Water Treatment Unit Processes : Physical, Chemical, and Biological
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Sedimentation                                                                                    117


                                            Vol.  (%)  67  70  82  59  81  74  58  83  76  81  83  76  71  68  Control  and
                                         Sludge                                         N.L.
                                            Solids  (%)  8.1  9.0  5.5  5.8  3.9  7.0  5.6  3.9  4.2  5.5  4.0  5.4  8.2  5.2  Pollution  Nemerow,



                                            Rem  (%)  30.5  25.5  34.1  22.5  44.5  50  50  27.5  52  38.8  24  46.3  49  33  46  Water  1971;
                                                                                      and  MA,
                                         BOD  BOD out  mg=L  120  231  174  107  ISO  92  141  20t  43  139  291  152  108  95  73  Engineers  Reading,


                                            BOD in  mg=L  173  310  264  138  282  175  284  281  90  227  383  285  212  14 0  135  Civil  of



                                            Rem  (%)  49  55  70  46  61  74  77  61  62  58  63  64  77  62  77  Society  Addison-Wesley,
                                         Solids                                       American

                                         Suspended  SS out  mg=L  83  159  85  114  91  23  63  83  63  87  132  95  44  87  75  8,  Treatment,


                                            SS in  mg=L  163  348  282  209  254  110  276  214  166  208  354  263  187  I236  329  No.  and
                                                                                      Practice  Practices,
                                              (gpd=ft 2 )  1350  1100  490  1690  995  373  623  1360  1160  905  1050  1275  750  660  379  of  1998.


                                           v o                                        Manual  Theories,  York,
                                              (m=h)  2.292  1.867  0.832  2.869  1.689  0.633  1.058  2.309  1.969  1.536  1.782  2.164  1.273  1.120  0.643  WPCF  New

                                                                                      36,  Industry,
                                            u  (h)  1.88  1.98  3.66  1.6  2.21  4.32  2.9  1.64  1.55  2.38  1.95  1.69  2.34  2.5  3.55  No.  of  Reinhold,


                                              (ft)  14  12  10  15  12.2  9  10  12  10  12  11.5  12  9.7  9  7.5  Practice  Wastes
                                           D                                              Nostrand
                                                                                      of  Liquid
                                              (m)  4.3  3.7  3.0  4.6  3.7  2.7  3.0  3.7  3.0  3.7  3.5  3.7  3.0  2.7  2.3  Manual  N.L.,  Van
                                              (ft)  106  115  80  160  80  90  70  170  90  65  70  75  140  40  85
                                           Dia                                        ASCE  Nemerow,  Management,
                                              (m)  32.3  35.1  24.4  48.8  24.4  27.4  21.3  51.8  27.4  19.8  21.3  22.9  42.7  12.2  25.9  Design,


                                            Tanks  (#)  12  2  2  4  1  4  2  3  2  1  1  1  4  2  2  Plant  1959;  York,  Waste

                                      Data    (mgd)  136.3  22.8  4.92  135  5.0  9.5  4.8  89.5  14.8  3.0  4.21  5.64  46  1.66  4.3  Treatment  New  Society,  Hazardous  and

                                      Performance  Q  (m 3 =s)  5.97  1.00  0.22  5.91  0.22  0.42  0.21  3.92  0.65  0.13  0.18  0.25  2.02  0.07  0.19  Sewage  the  of  Industrial  of






                                      Tanks       Columbia  Mexico                    ASCE-WPCF,  from  Headquarters  Strategies

                                      Primary     of  District  Manitoba  Michigan  York  New  Washington  Wisconsin  Maryland  Ohio  Iowa  Michigan  Adapted  Federation,  F.J.,  Agardy,


                                   6.8                Creek,  New     Ohio  Rapids,  Texas  Colorado  Louisiana
                                   TABLE  Circular  Location  Washington,  Winnipeg,  Battle  Buffalo,  Albuquerque,  Yakima,  Appleton,  Baltimore,  Springfield,  Mansfield,  Cedar  Austin,  Denver,  Ypsilanti,  Monroe,  Sources:
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