Page 133 - Schaum's Outline of Differential Equations
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116                   SECOND-ORDER LINEAR DIFFERENTIAL EQUATIONSIONS             {CHAP.14




         connected in  series. The  current 7 flowing through the circuit  is measured  in amperes  and the charge  q on the
         capacitor  is measured in coulombs.
         Kirchhojfs  loop law:  The algebraic sum  of  the voltage drops  in a simple closed electric circuit is zero.
            It is known that the voltage drops across a resistor, a capacitor,  and an inductor are respectively RI,  (HC)q,
         and  L(dlldt)  where  q  is  the  charge  on  the  capacitor.  The  voltage  drop  across  an  emf  is  —E(t).  Thus,  from
         Kirchhoff s loop law, we have





         The relationship between q and 7 is





         Substituting these values into (14.3), we obtain





         The initial  conditions  for q are




            To  obtain  a  differential  equation  for  the  current,  we  differentiate  Eq.  (14.3)  with respect  to  t  and  then
         substitute Eq. (14.4)  directly into the resulting equation to obtain





         The  first  initial  condition  is 7(0) = 7 0. The  second  initial  condition  is  obtained  from  Eq.  (14.3)  by  solving for
         dlldt  and then setting t = 0. Thus,





         An  expression for  the current  can be gotten  either by  solving Eq.  (14.7)  directly  or by  solving Eq.  (14.5)  for
         the charge and then differentiating that expression. (See Problems  14.12-14.16.)


         BUOYANCY    PROBLEMS

            Consider a body of mass m submerged either partially or totally in a liquid of weight density p. Such a body
         experiences  two forces, a downward force due to gravity and a counter force governed by:

         Archimedes'  principle:  A  body  in liquid experiences a buoyant upward force  equal to the weight of the liquid
         displaced  by  that  body.
            Equilibrium  occurs when the buoyant force of the displaced  liquid equals the force of gravity on the body.
         Figure  14-3 depicts  the  situation  for  a cylinder  of radius r and height  77 where h units  of  cylinder  height  are
                                                                                   2
         submerged at equilibrium. At equilibrium, the volume of water displaced by the cylinder is 7tr h, which provides
                          2
         a buoyant force of  7tr hp that must equal the weight of the cylinder mg. Thus,
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