Page 926 - Fundamentals of Water Treatment Unit Processes : Physical, Chemical, and Biological
P. 926

Index                                                                                            881


              fine screens, 83–86                ideal basin                     Slow sand technology, 395
              microscreens, 86–93                  camp’s conditions, 99        Sludge, 717
            SCWO, see Supercritical water oxidation (SCWO)  detention time, 101  Sludge age, 717
            Secondary treatment, 717               flow, 131                     Sludge blanket, see Schmutzdecke
            Sedimentation                          overflow velocity, 99–101     Sludge blanket clarifier, see Solid contact units
              dead zone, 130                       partial removals, 101–102    Sludge-density index, 717
              definition, 131                       suspension test, 128         Sludge-volume index (SVI), 132, 717
              discrete particle, 130, 132       overflow launders, 131           Sludge wasting, 717
              dispersion, 130                   overflow rate (OR), 131          Smoluchowski’s collision equations, 294–296
              dynamic viscosity, 131            overflow velocity, 131           Sodium hypochlorite, 621, 630, 639
              final clarifier, 131                particles removal, 128          Softening
              floc, 131                          primary clarifier, 131              applications, 661–662
              flocculent suspensions             real basins, 118–121               definition, 536
                 percent removal determination, 106–107  rectangular sedimentation, 128  ion exchange, 512
                 settling test, 106, 129        rim-flow clarifier, 131              reactions, 668–669
              flow net and rate, 131             short circuiting, 132           Solid alum
              fractal, 131                      sizing, 128                        chemical feed, 833
              hindered and compression settlement  surface overflow velocity, 132   cost, 836
                 final settling, limiting flux density,  suspensions removal, 129    dissolution
                   108–112                    Sewage oxidation, 721                  dispersion, 837
                 settling velocity, solids concentration, 108  Shallow=Traye air stripping unit, 584  mixing criteria, 837
              kinematic viscosity, 131        Shulze-Hardy rule, 226, 234          granular, mass flow, 833–835
              particle settling               Sieve analysis, 787                  properties, dry alum, 835
                 principles, 95               Silt density index, 568              storage, 836
                 Stokes’ law, 95–97           Silver, disinfectant, 612, 639    Solid contact units
                 suspensions, 97–99           Similitude, mixing                   design practice, equipment, operation, 321, 325
              plate settlers                    design, 281–282                    principles, 320–321
                 particle path, 122–123         dimensionless numbers, 255–256     super-pulsator, 321
                 sizes of units, 124            experimental plots, 256         Solids contact clarifier, 132
                 sludge removal, 123            impeller–basin mixing, 256      Solubility
                 surface overflow rates, 124     Rushton’s role, 255                equilibrium, 663
                 systems, 123–124               scale-up dilemma, 258–260          ionic compounds
                 theory, 124–127                scale-up, fluid, 256–258              products, 664–665
              settling basins                 Sink, 57, 76                           rules, 667
                 design practice, 114–120     SI system, see International system,  law and application, 663–664
                 hydraulics, 113–114                 units                         pC–pH diagrams, 665–666
                 ideal basin, 99–102          Skimmer, 187                         pe–pH diagrams, 666–667
                 real basin, 18–21            Slow sand                         Solute rejection, 568
              Shield’s equation, 131            filters, 53–54                   Sorption, 457, 506
              suspension characterization       filtration, 390                  Specific ultraviolet absorbance (SUVA), 234
                 discrete particle and removal  Slow sand filter                 Sphaerotilus, 717
                   analysis, 103                cities using, in 1900, 399      Sphaerotilus natans, 717
                 ideal settling basin theory, 105  description                  Spiral flow diffusers, 572
                 removal mathematics, 104–105      attributes, 395–397          Spiral-wound membrane, 545–546, 569
                 size fraction removal, graphic depiction,  of technology, 395  Spore, definition, 717
                   103–104                      design of                       Standard cell potential, 657
                 up-flow basins, 105, 132           filter box, 404–406           Standard oxygen transfer efficiency (SOTE), 594
              theory, 128                          hydraulics, 406–411          Standard values, 774
              tube settlers, 127–128               support systems, 411–413     Standard water quality
              water and wastewater treatment suspensions,  evolution of practice   normative, 24
                   95–96                           in America, 398–399             surrogates, 24–25
              weir loading rate, 132               in Continental Europe, 398      targets for treatment, 24
            Self-backwashing system, filteration, 381–382  in London, 398           types, 22–24
            Septum, 423, 438                       Worldwide, 398               Static mixers
            Settling basins                     history, 397–399                   alum addition, 283
              definition, 131                    hydraulic conductivities for, 403  baffles, 276, 283–284
              design practice                   influent vs.effluent for, 397        bifurcation effects, 277
                 basins categories, 114–115     James Simpson and start of, 398    definition, 288
                 guidelines and criteria, 115–120  materials for, 397              design criteria, 277–280, 283
                 horizontal flow and up-flow, 115  operation of                      headloss, 277
                 primary settling basins, 115–117  monitoring and reporting, 416   principles, 276
              detention time, 130                  plant start-up, 415          Statistics, 787
              discrete particle suspension, 128    tasks involved in, 415–416   Steady state reactor, 66–67
              flocculent settling, 129           pilot plant studies of          Sterilization, 639
              histograms, 129                      case study, 414–415          Stokes’ law
              horizontal flow, 128, 131             construction, 414               application, 96–97
              hydraulics                        process of                         equation, 132
                 computational fluid dynamics (CFD), 114  hydraulics, 401–403       fluid flow, mathematical model, 96
                 density currents, 113             removal mechanisms, 399–401  Strain, definition, 717
                 dispersion tests, tracer, 113–114, 132  sand sizes for, 410    Straining, 433, 453
                 flow patterns and short circuiting, 113  schematic cross section of, 396  Stream aeration, 572
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