Page 104 - Fundamentals of Water Treatment Unit Processes : Physical, Chemical, and Biological
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Unit Process Principles                                                                           59



            TABLE 4.1 (continued)
            Unit Processes of Water Treatment
            Unit Process                          Principle                  Categories    Technologies=Forms=Examples
            Biological treatment—anaerobic  Substrate is metabolized under anaerobic conditions  Anaerobic digesters  Large tanks—u   30 days
                                                                           Anaerobic reactors  Sealed tank
            Disinfection            Interference with organism survival and reproduction     Contact basin
            Membrane filtration      Straining small particles              Microfiltration    Tubular—cross flow
                                    Straining viruses                      Ultrafiltration    Ceramic—cross flow
                                    Straining organic molecules            Nanofiltration     Spiral wound
                                    Straining ions                         Hyperfiltration    Hollow fiber
                                                                           Electrodialysis   Electrodialysis




            4.2.2 TRANSPORT
            Transport mechanisms are at two levels: macro and molecu-  1   2    3           4     5    6
            lar. The macro level includes advection of fluid mass, turbu-
            lent diffusion in open channels and pipes, and dispersion in
                                                                 1  2  3   4  5     6
            porous media. Molecular diffusion is the other mechanism. As
            a rule, these mechanisms occur in two or more combinations.
                                                                 1  2  3   4      5  6
            4.2.2.1  Macro Transport: Sedimentation
            The settling of a particle through a fluid under the influence of
            gravity is a transport mechanism. The sink is the surface, that  FIGURE 4.1  Illustration of dispersion in flow through porous
            is, the bottom of a tank or an inclined plate, where the particle  media (numbers indicate hypothetical sequence of ‘‘steps’’ of tagged
            settles. In flotation, the water surface is the sink.  molecules).
            4.2.2.2  Macro Transport: Advection
                                                               lengths. Each movement of the advective flow is a ‘‘step.’’
            At the macro level, advection (sometimes called convection)  Along the top stream path the particular random sequence of
            is the transport of a fluid mass under a pressure gradient. [In  six pore velocities shown, and the six ‘‘steps’’, will result in a
            open channel flow, gravity provides the pressure gradient.] In  tagged molecule moving ahead of the others. Along another
            other words, advection transports the bulk flow of a fluid.  flow path, say the bottom, the random sequence of pore vel-
                                                               ocities results in a tagged molecule lagging the others. The
            4.2.2.3  Macro Transport: Turbulent Diffusion      average of all pore velocities for a given cross section is the
            Turbulence is a transport mechanism found in both ambient  average advective pore velocity for the flow. The actual vel-
            and engineered environments. It is superimposed on advective  ocities vary continuously with pore size and also have micro
            transport. Turbulence causes a random transport of molecules  components that vary from the straight lines shown.
            and particles; the transport rate is proportional to the intensity  The effect of dispersion would be seen if a pseudo vertical
            of turbulence. The turbulence intensity is dependent upon the  line of tagged molecules, say 1000 in number, is placed on the
            rate of energy dissipation and is important in rapid  left side of the porous media shown in Figure 4.1. As an initially
            mix=coagulation, flocculation, activated sludge, and other flu-  vertical line of tagged molecules is translated to the right, it
            idized bed reactors. In some unit processes, such as sedimen-  becomes abell-shaped (Gaussian) curve. The bell-shaped curve
            tation, turbulence is unwanted.                    spreads as the translation progresses. This is the effect of
                                                               dispersion. In addition, lateral dispersion occurs, and is super-
            4.2.2.4  Macro Transport: Porous Media Dispersion  posed on the translation. The effect may be observed if tagged
            In flow through porous media, the advective flow follows  molecules are followed from some arbitrary point source on the
            ‘‘streamlines.’’ At the micro scale, the flow follows a tortuous  left side of Figure 4.1 and would be seen as a lateral ‘‘spread.’’
            path due to the irregular pore sizes, which causes commen-
            surate flow velocities that vary randomly about the mean  4.2.2.5  Molecular Transport: Diffusion
            advective velocity. This is porous media dispersion.  In any gas or liquid, the molecules comprising the medium,
              To illustrate the idea of dispersion in porous media, consider  and any contaminants within, are buffeted about randomly by
            the depiction of porous media in Figure 4.1 with irregular grain  successive incessant collisions with other molecules, called
            sizes, random packing of media, and random pore sizes. As  ‘‘Brownian motion.’’ This random motion causes a net flux of
            with turbulent diffusion and molecular diffusion, the velocities  molecules from a higher to a lower concentration, and is
            are random and are illustrated by the varying random arrow  diffusion.
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