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Unformatted text preview: Week 1 notes: Math 716 1 PDE: Order, Linear & Nonlinear A differential equation that involves more than one independent variable is called a partial differential equation , abbreviated as PDE. The order of the highest derivative occurring in the PDE is defined as the order of the PDE. For instance, the following 2 u x 2 + 2 u y 2 = 0 (1) is a second order PDE for u ( x,y ), which is usually called the Laplaces equation in two variables. Another example of a second order linear differential equation is the socalled heat equation for u ( x,t ) in one space variable with a source: u t = 2 u x 2 + g ( x,t ) for some constant (2) As with ODEs, if the differential operator L is linear, i.e. for constant c 1 and c 2 , L ( c 1 u 1 + c 2 u 2 ) = c 1 L u 1 + c 2 L u 2 (3) then L u = g is called a linear differential differential equation. For instance, equations (1) and (2) above are linear differential equations since in those cases we can check easily the linearity of the corresponding differential operators L = 2 x 2 + 2 y 2 or L = t 2 x 2 , acting on appropriate class of functions 1 Note, that in (1), g = 0. In that case, the PDE is linear and homogeneous. Partial differential equations that are not linear are called nonlinear ; the following semilinear heat equation is an example: u t u xx = u 2 , (4) where for notational brevity, the partial derivatives are denoted by subscripts. As for ODEs, linear PDEs are usually simpler to analyze/solve than nonlinear PDEs. Non linear PDEs arise in many applications; but general theory rarely exists. 2 Some physical applications where PDEs arise PDEs abound in physical sciences and engineering. Here we give some examples. 2.1 Dispersion of pollutants in a river stream Consider predicting concentration (measured in some units, say Kg/m 3 ) of some pollutant as a function of position x and time t , in a river. We denote the x domain by R 3 . Let the fluid velocity field in the river (domain ) be given by u ( x ,t ) (measured in some units, say m/sec ). We will assume that the pollutant is passive, meaning its inertia is neglected. Consider a small but fixed volume V centered around at a point x (See Figure 1), entirely contained in . The 1 Classically, this would be C 2 ( R 2 ) in the first case and C 2 in x and C 1 in time for the second. However, this set can be extended further by introducing the concept of weak solutions. 1 . x V V n F Figure 1: Control Volume V for pollutant rate of change of mass of fluid inside that volume equals d dt integraltext V ( x ,t ) dV . Assuming no pollutant is created or destroyed within V , this must equal the net inward flow of pollutants into V : integraldisplay V F n dA where F ( x ,t ) is the flux (measured in units like Kg/m 2 /sec ) of pollutants at any point x and n is the outward normal to the boundary of volume V . A reasonable expression for flux is: F = u...
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 Spring '08
 Tanveer,S
 Derivative

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