Page 312 - Fundamentals of Water Treatment Unit Processes : Physical, Chemical, and Biological
P. 312

Mixing                                                                                           267



            10.4.2.2.2  Radial Flow                               Example 10.7 Pumping Capacity from Q
            The motion induced by a radial-flow impeller, Figure 10.20b,
                                                                  Given
            is characterized by ‘‘high shear’’ and ‘‘low flow’’ and has three
                                                                  A six-blade radial-flow impeller is installed in a Rushton-
            main components:                                                               3
                                                                  type basin. Q(raw water) ¼ 1.0 m =s.
                                                                 Required
              1. A radial flow of high velocity, which creates a high-
                                                                  Determine the pumping capacity of a suitable impeller,
                 shear zone just at the tip of the impeller
                                                                  i.e., Q(impeller) and its rotational speed, n.
              2. The flat blade of the impeller causes a separation
                 effect, i.e., wake turbulence’’ on the trailing side  Solution
              3. The radial-flow jet sets up advection currents that  1. Let q(raw water) ¼ 1.0 s
                                                                                                          3
                 move up and down the walls of a tank, recirculating  2. V(basin) ¼ Q(raw water)   q(raw water) ¼ (1.0 m =s)
                                                                                 3
                 to the center. These currents also experience shear  (1.0 s) ¼ 1.0 m
                                                                    3. For a Rushton system: T ¼ diameter of tank (m);
                 and thus eddies peel off. Eventually, all of the energy
                                                                      H(water) ¼ depth of water in tank (m);
                 is dissipated as turbulence.
                                                                       T ¼ H(water)  and  D(impeller)=T ¼ 0:33:
            10.4.2.3  Impeller Pumping
            In general, the purpose of mixing is to disperse chemicals so  4. Basin dimensions: [pT =4]   H(water) ¼ 1.0 m 3
                                                                                       2
            that the intended reactions such as coagulation, disinfection,
            oxidation, etc., can occur through increasing the probability  T ¼ H(water) ¼ 1:08 m
            of contacts. The objectives are (1) to create turbulence, i.e.,  D(impeller)=T ¼ 0:33
            a shear zone; and (2) to provide advection through the
                                                                         D(impeller) ¼ 0:33   1:08 m ¼ 0:36 m
            shear zone.
                                                                    5. Flow number, Q,
            10.4.2.3.1  Flow Patterns                                 From Table 10.8, let Q ¼ 0.70
                                                                    6. Impeller pumping, Q(impeller)
            Flow patterns are determined by the configuration of the
            impeller and the confining boundary. For a ‘‘back-mix’’    Let Q(impeller)=Q(raw water)   5
            reactor, the primary flow pattern is circulation. For a ‘‘flow-                      3
            through’’ reactor, the flow pattern must be designed for a         Q(impeller) ¼ 5   1:0m =s
                                                                                            3
            single pass through the turbulence zone.                                   ¼ 5m =s
                                                                    7. Impeller rotational speed, n,
            10.4.2.3.2  Pumping Rate
            The pumping rate for a radial-flow impeller is proportional                             3
            to its tip speed, i.e., nD(impeller), and the area swept, i.e.,  Q(impeller) ¼ QnD(impeller)  (10:37)
                     2
                                                                                   3
            D(impeller) , to give                                          5   (1:0m =s) ¼ 0:70   n   (0:36) 3
                                                                                    n ¼ 153 rev=s
                                                3
                        Q(impeller) ¼ QnD(impeller)    (10:37)
                                                                  Discussion
                                                                  With q(raw water) ¼ 1.0 s, the impeller pumping rate
            where                                                 was selected as five times the raw-water flow, which
                                                          3
              Q(impeller) is the flow of water pumped by impeller (m =s)  was a ‘‘guess’’ on the high side that should give high
              n is the rotational velocity of impeller (rev=s)    probability, i.e., 0.99 fraction, that almost all raw-water
              D(impeller) is the diameter of impeller (m)         particles will have contact with coagulant as they pass
                                                                  through the reactor. The other selections are also arbitrary,
              Q is the empirical constant, i.e., the ‘‘flow number’’
                (dimensionless)
                                                               TABLE 10.8
            10.4.2.3.3  Flow Number                            Flow Numbers for Representative Impellers
            The constant, Q, in Equation 10.37 is called the ‘‘flow num-  Impeller Type  Q          Reference
            ber,’’ a dimensionless number, that characterizes the pumping  Rushton—four blades  0.70  Oldshue (1983, p. 169)
            capacity of an impeller (McCabe et al., 1993, p. 244).  Rushton—six blades  0.54   Q   0.88 Oldshue (1983, p. 169)
            Table 10.8 provides flow numbers for several impeller types  Marine-square pitch  0.5  McCabe et al. (1993, p. 244)
            for R   1000; the basin proportions are assumed the same as  Turbine—four blades, 458 0.87  McCabe et al. (1993, p. 244)
            given for a ‘‘Rushton basin’’ (see glossary).
   307   308   309   310   311   312   313   314   315   316   317