Wave equation - domain of dependence











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Let's say I have the following problem on $ - infty < x < infty {rm{ }},{rm{ }}t > 0$ :
$$left{ begin{array}{l}
{u_{tt}} = {u_{xx}}{rm{ }}\
uleft( {x,0} right) = fleft( x right){rm{ }}\
{u_t}left( {x,0} right) = gleft( x right)
end{array} right.$$



D'alembert's formula states that the solution is given by:
$$uleft( {x,t} right) = frac{{fleft( {x + t} right) + fleft( {x - t} right)}}{2} + frac{1}{2}intlimits_{x - t}^{x + t} {gleft( s right)ds} $$



From this we can conclude that in order to calculate just $uleft( {{x_0},{t_0}} right)$ we don't need to know the values of $fleft( x right),gleft( x right)$ on the entire real line but rather only their values on $left[ {{x_0} - {t_0},{x_0} + {t_0}} right]$



My question concerns the following problem:
$$left{ begin{array}{l}
{u_{tt}} + {u_t} = {u_{xx}}{rm{ }}\
uleft( {x,0} right) = fleft( x right){rm{ }}\
{u_t}left( {x,0} right) = gleft( x right)
end{array} right.$$



Which my professor's notes call "the telegraph equation".



The same claim was made here: that in order to calculate just $uleft( {{x_0},{t_0}} right)$ we don't need to know the values of $fleft( x right),gleft( x right)$ on the entire real line but rather only their values on $left[ {{x_0} - {t_0},{x_0} + {t_0}} right]$ but I fail to see the reasoning behind this.



For the first problem we used D'alemebert's formula but now we're not able to.
So how exactly was the same conclusion made?



I realize the two problems have the same principal part and the same characteristic curves but I haven't been able to find a satisfiable answer.










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  • Nothing to add as an answer, just that this is also known as a damper wave equation.
    – DaveNine
    Nov 26 at 0:38















up vote
0
down vote

favorite












Let's say I have the following problem on $ - infty < x < infty {rm{ }},{rm{ }}t > 0$ :
$$left{ begin{array}{l}
{u_{tt}} = {u_{xx}}{rm{ }}\
uleft( {x,0} right) = fleft( x right){rm{ }}\
{u_t}left( {x,0} right) = gleft( x right)
end{array} right.$$



D'alembert's formula states that the solution is given by:
$$uleft( {x,t} right) = frac{{fleft( {x + t} right) + fleft( {x - t} right)}}{2} + frac{1}{2}intlimits_{x - t}^{x + t} {gleft( s right)ds} $$



From this we can conclude that in order to calculate just $uleft( {{x_0},{t_0}} right)$ we don't need to know the values of $fleft( x right),gleft( x right)$ on the entire real line but rather only their values on $left[ {{x_0} - {t_0},{x_0} + {t_0}} right]$



My question concerns the following problem:
$$left{ begin{array}{l}
{u_{tt}} + {u_t} = {u_{xx}}{rm{ }}\
uleft( {x,0} right) = fleft( x right){rm{ }}\
{u_t}left( {x,0} right) = gleft( x right)
end{array} right.$$



Which my professor's notes call "the telegraph equation".



The same claim was made here: that in order to calculate just $uleft( {{x_0},{t_0}} right)$ we don't need to know the values of $fleft( x right),gleft( x right)$ on the entire real line but rather only their values on $left[ {{x_0} - {t_0},{x_0} + {t_0}} right]$ but I fail to see the reasoning behind this.



For the first problem we used D'alemebert's formula but now we're not able to.
So how exactly was the same conclusion made?



I realize the two problems have the same principal part and the same characteristic curves but I haven't been able to find a satisfiable answer.










share|cite|improve this question






















  • Nothing to add as an answer, just that this is also known as a damper wave equation.
    – DaveNine
    Nov 26 at 0:38













up vote
0
down vote

favorite









up vote
0
down vote

favorite











Let's say I have the following problem on $ - infty < x < infty {rm{ }},{rm{ }}t > 0$ :
$$left{ begin{array}{l}
{u_{tt}} = {u_{xx}}{rm{ }}\
uleft( {x,0} right) = fleft( x right){rm{ }}\
{u_t}left( {x,0} right) = gleft( x right)
end{array} right.$$



D'alembert's formula states that the solution is given by:
$$uleft( {x,t} right) = frac{{fleft( {x + t} right) + fleft( {x - t} right)}}{2} + frac{1}{2}intlimits_{x - t}^{x + t} {gleft( s right)ds} $$



From this we can conclude that in order to calculate just $uleft( {{x_0},{t_0}} right)$ we don't need to know the values of $fleft( x right),gleft( x right)$ on the entire real line but rather only their values on $left[ {{x_0} - {t_0},{x_0} + {t_0}} right]$



My question concerns the following problem:
$$left{ begin{array}{l}
{u_{tt}} + {u_t} = {u_{xx}}{rm{ }}\
uleft( {x,0} right) = fleft( x right){rm{ }}\
{u_t}left( {x,0} right) = gleft( x right)
end{array} right.$$



Which my professor's notes call "the telegraph equation".



The same claim was made here: that in order to calculate just $uleft( {{x_0},{t_0}} right)$ we don't need to know the values of $fleft( x right),gleft( x right)$ on the entire real line but rather only their values on $left[ {{x_0} - {t_0},{x_0} + {t_0}} right]$ but I fail to see the reasoning behind this.



For the first problem we used D'alemebert's formula but now we're not able to.
So how exactly was the same conclusion made?



I realize the two problems have the same principal part and the same characteristic curves but I haven't been able to find a satisfiable answer.










share|cite|improve this question













Let's say I have the following problem on $ - infty < x < infty {rm{ }},{rm{ }}t > 0$ :
$$left{ begin{array}{l}
{u_{tt}} = {u_{xx}}{rm{ }}\
uleft( {x,0} right) = fleft( x right){rm{ }}\
{u_t}left( {x,0} right) = gleft( x right)
end{array} right.$$



D'alembert's formula states that the solution is given by:
$$uleft( {x,t} right) = frac{{fleft( {x + t} right) + fleft( {x - t} right)}}{2} + frac{1}{2}intlimits_{x - t}^{x + t} {gleft( s right)ds} $$



From this we can conclude that in order to calculate just $uleft( {{x_0},{t_0}} right)$ we don't need to know the values of $fleft( x right),gleft( x right)$ on the entire real line but rather only their values on $left[ {{x_0} - {t_0},{x_0} + {t_0}} right]$



My question concerns the following problem:
$$left{ begin{array}{l}
{u_{tt}} + {u_t} = {u_{xx}}{rm{ }}\
uleft( {x,0} right) = fleft( x right){rm{ }}\
{u_t}left( {x,0} right) = gleft( x right)
end{array} right.$$



Which my professor's notes call "the telegraph equation".



The same claim was made here: that in order to calculate just $uleft( {{x_0},{t_0}} right)$ we don't need to know the values of $fleft( x right),gleft( x right)$ on the entire real line but rather only their values on $left[ {{x_0} - {t_0},{x_0} + {t_0}} right]$ but I fail to see the reasoning behind this.



For the first problem we used D'alemebert's formula but now we're not able to.
So how exactly was the same conclusion made?



I realize the two problems have the same principal part and the same characteristic curves but I haven't been able to find a satisfiable answer.







pde wave-equation






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asked Nov 24 at 6:39









zokomoko

132214




132214












  • Nothing to add as an answer, just that this is also known as a damper wave equation.
    – DaveNine
    Nov 26 at 0:38


















  • Nothing to add as an answer, just that this is also known as a damper wave equation.
    – DaveNine
    Nov 26 at 0:38
















Nothing to add as an answer, just that this is also known as a damper wave equation.
– DaveNine
Nov 26 at 0:38




Nothing to add as an answer, just that this is also known as a damper wave equation.
– DaveNine
Nov 26 at 0:38















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