Page 272 - Aerodynamics for Engineering Students
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Finite wing theoly  255

             Equating like terms:
                                     peal sin 0 = A1 (1 + po) sin 0
                                     psin20=~~(1+2h)sin20
                                      2v
                                     0 = A3( 1 + 3p0) sin 30 etc.

             Thus the spanwise distribution for this case is
                                      r =4sV[A1sin0+Aasin28]

             and the coefficients are




             and

                                         A2 = (  ”  ) ws
                                              2(1 + 2po)  7



             5.6.3  Load distribution for minimum drag
             Minimum induced drag for a given lift will occur if C, is a minimum and this will be
              so only if S is zero, since S is always a positive quantity. Since S involves squares of all
             the  coefficients other  than  the  first, it follows that  the  minimum drag condition
             coincides with the distribution that provides A3  = A5  = A7  = A, = 0. Such a distri-
             bution is I?  = 4sVA1 sin8 and substituting z = -scos8





             which is an elliptic spanwise distribution. These findings are in accordance with those
             of Section 5.5.3. This elliptic distribution can be pursued in an analysis involving the
             general Eqn (5.60) to give a far-reaching expression. Putting A, = 0, n # 1 in Eqn
             (5.60) gives
                                    p(a - a0) = A1 sin0  1 +-
                                                      (  ste)

             and rearranging

                                                                                (5.61)

               Now  consider  an  untwisted  wing  producing  an  elliptic  load  distribution,
             and  hence  minimum  induced  drag.  By  Section  5.5.3 the  downwash  is  constant
             along the span and hence the equivalent incidence (a - 00  - w/V)  anywhere along
             the span is constant. This means that the lift coefficient is constant. Therefore in the
             equation
                                                             1
                                 lift per unit span I  = pv~ CL - pv2c          (5.62)
                                                        =
                                                            2
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