Page 219 - Process Equipment and Plant Design Principles and Practices by Subhabrata Ray Gargi Das
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7.2 Cooling tower   217




               where
                  dQ ¼ Heat transferred by convection and evaporation for cooling of water in volume dV per unit
                  plan area
                  K ¼ Equivalent heat transfer coefficient.
                                        3
                                     2
                  a ¼ Area of contact (m /m ) between air and water.
                  The contact area ‘a’ cannot be determined, and this is combined with K as Ka which refers to the
               unit volume of the fill.
                  The transfer of heat dQ to air is equal to the loss of sensible heat by water. Mathematically,
                                                   dQ ¼ LC p dT                             (7.14)
                                                               2
               where L ¼ water flow rate per unit area of the tower (kg/m hr)
                  C p ¼ specific heat (kJ/kg C)

                                                                            3
                                                                               2

                  dT ¼ differential change in temperature ( C) across the volume (dV,m /m of plan area)

                  Equating Eq. 7.13 and 7.14 for C p ¼ 1 kJ/kg C
                                                         0
                                                LdT ¼ Kaðh   hÞdV                           (7.15)
                  The integrated form of the thermal balance equation is -
                                                KaV    Z  T h  dT
                                                    ¼                                       (7.16)
                                                  L        h   h
                                                            0
                                                        T c
               where
                                               3
                                                  2
                  V ¼ active fill volume/plan area (m /m ) and  KaV  ¼ tower characteristic
                                                        L
                  The equation assumes L and G to be constant, but due to evaporation, this is not true in practice;
               however, at normal temperature levels, the error from this assumption is not significant.
                  A standard psychrometric chart is shown in Fig. 7.6. Based on the data from the psychrometric
               chart, the cooling tower thermal balance plot (Fig. 7.7) is drawn with temperature as abscissa and
               enthalpy per unit mass of dry air as ordinate. The plot in Fig. 7.7 is based on data of the Design
               Illustration in Section 7.3. Line CD is the air operating line obtained from the thermal balance of heat
                                                                       2
               lost by the cooling water (L) and the same picked up by air (G, kg/hr m ) in counterflow. This line has a
               slope of ðL=GÞ and the coordinate of point C is ðT c ; h c Þ. For a known ðL=GÞ ratio, point D can be
               located as ½T h ; h c þðL=GÞRŠ. Assuming that the thin film of air surrounding the water droplets is
               always saturated, line AB is the saturated air enthalpy (h) versus air temperature plot, which is the
               same as the 100% RH curve on a humidity (psychometric) chart. One may note that the driving force at
               any cross-section through the fill is the vertical distance between the two lines (BA and CD), which is
               the difference between the total heat of air bulk and air film against temperature. The integral in the
               right-hand side of Eq. 7.16 can be numerically evaluated from the graph.
                  In a design problem, the ambient wet-bulb temperature (T amb;WBT ) is known and h c is the saturated
               air enthalpy corresponding to T amb;WBT . Cooling of water continues as long as the operating line re-
               mains below the line of saturated air.
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