Разностные схемы для уравнения переноса на неравномерных сетках

h[0]:=0;

h[1]:=a1;

for i:=2 to n do

h[i]:=h[i-1]*q;

for i:=0 to n do

h[i]:=x[i]-x[i-1];;

tau[j]:=t[j]-t[j-1];

t[j]:=0;k:=0;

clrscr;

writeln('------------------------------------------------------');

write(' ',k,'sloy');

writeln(' ');

writeln('-------------------------------------------------------');

writeln('N priblijennoe tochnoe pogreshnost

');

writeln('--------------------------------------------------------');

for i:=0 to n do

begin

x[i]:=i*h[i]; t[j]:=j*tau[j];

u[i]:= A1*exp(B1*(x[i]));

d[i]:=abs(ut(x[i],t[j])-u[i]);

write('',i,'',u[i]:6:8,' ');

writeln(ut(x[i],t[j]):6:8,'',d[i]:6:8,'');

end;

writeln('-------------------------------------------------------');

readln;

k:=1;

while t[j]<=tt do begin

clrscr;

t[j]:=t[j]+tau[j];

c[0]:=1+(p1*tau[j+1])/h[1]+tau[j+1]*q;

b[0]:=(tau[j+1]*p1)/h[1];

a[n]:=0;

c[n]:=1;

for i:=1 to n-1 do begin

r[i]:=tau[j]*p1/(2*h[i]);

a[i]:=-r[i];

c[i]:=ro;

b[i]:=-a[i];

f[i]:=ro*u[i]+tau[j]*fi(x[i],t[j]);end;

f[0]:=tau[j]*fi(x[0],t[j])+u[0];

f[n]:= A1*exp(B1*(l+t[j]));

alfa[0]:=b[0]/c[0];

betta[0]:=f[0]/c[0];

for i:=1 to n-1 do begin

z[i]:=c[i]-alfa[i-1]*a[i];

alfa[i]:=b[i]/z[i];

betta[i]:=(f[i]+a[i]*betta[i-1])/z[i]; end;

u1[n]:=(f[n]+a[n]*betta[n-1])/(c[n]-alfa[n-1]*a[n]);

for i:=n-1 downto 0 do

u1[i]:=alfa[i]*u1[i+1]+betta[i];

writeln('----------------------------------------------------------');

write(' ',k,'sloy');

writeln(' ');

writeln('--------------------------------------------------------');

writeln('N priblijennoe tochnoe pogreshnosti ');

writeln('--------------------------------------------------------');

for i:=0 to n do begin

d[i]:=abs(ut(x[i],t[j])-u1[i]);

write('',I,' ',u1[i]:6:8,' ');

writeln(ut(x[i],t[j]):6:8,' ',d[i]:6:8,' '); end;

k:=k+1;

writeln('--------------------------------------------------------------');

readln;

for i:=0 to n do

u[i]:=u1[i];

end;

end.

Уравнение с постоянными коэффициентами

Схема с центральной разностью

P<0

uses crt;

const n=15;j0=50;tt=1;l=1;A1=1;B1=-1;p1=-1; q=3;g1=1;

type m=array[0 n] of real;

hi=array[0 n] of real;

var i,j,k:integer;

h,d,tau,t:hi;

u,u1,r,x,z,a,b,c,f,alfa,betta:m;

function ut(p,r:real):real;

begin ut:= A1*exp(B1*(p+r));end;

function fi(p,r:real):real;

begin fi:=A1*B1*exp(B1*(p+r))*(1-p1+q/B);end;

begin

clrscr;

writeln (' chislennoe reshenie uravneniya perenosa');

writeln ( 'sxema s sentralnoy raznostju');

writeln(' kogda p0<0,pn<0');

readln;

h[0]:=0;

h[1]:=g1;

for i:=2 to n do

h[i]:=h[i-1]*q;

for i:=0 to n do

h[i]:=x[i]-x[i-1];

tau[j]:=t[j]-t[j-1];

t[j]:=0;k:=0;

clrscr;

writeln('------------------------------------------------------');

write(' ',k,'sloy');

writeln(' ');

writeln('-------------------------------------------------------');

writeln('N priblijennoe tochnoe pogreshnost ');

writeln('--------------------------------------------------------');

for i:=0 to n do

begin

x[i]:=i*h[i]; t[j]:=j*tau[j];

u[i]:= A1*exp(B1*(x[i]));

d[i]:=abs(ut(x[i],t[j])-u[i]);

write('',i,'',u[i]:6:8,' ');

writeln(ut(x[i],t[j]):6:8,'',d[i]:6:8,'');

end;

writeln('-------------------------------------------------------');

readln;

k:=1;

while t[j]<=tt do begin

clrscr;

t[j]:=t[j]+tau[j];

c[0]:=1;

b[0]:=0;

a[n]:=-(tau[j]*p1)/h[i];

c[n]:=1-(p1*tau[j])/h[i]+tau[j]*q;

for i:=1 to n-1 do begin

r[i]:=tau[j]*p1/(2*h[i]);

a[i]:=-r[i];

c[i]:=ro;

b[i]:=-a[i];

f[i]:=ro*u[i]+tau[j]*fi(x[i],t[j]);end;

f[0]:=A1*exp(t[j]);

f[n]:= (tau[j]*fi(x[n],t[j])+u[n]);

alfa[0]:=b[0]/c[0];

betta[0]:=f[0]/c[0];

for i:=1 to n-1 do begin

z[i]:=c[i]-alfa[i-1]*a[i];

alfa[i]:=b[i]/z[i];

betta[i]:=(f[i]+a[i]*betta[i-1])/z[i]; end;

u1[n]:=(f[n]+a[n]*betta[n-1])/(c[n]-alfa[n-1]*a[n]);

for i:=n-1 downto 0 do

u1[i]:=alfa[i]*u1[i+1]+betta[i];

writeln('----------------------------------------------------------');

write(' ',k,'sloy');

writeln(' ');

writeln('--------------------------------------------------------');

writeln('N priblijennoe tochnoe pogreshnosti ');

writeln('--------------------------------------------------------');

for i:=0 to n do begin

d[i]:=abs(ut(x[i],t[j])-u1[i]);

write('',I,' ',u1[i]:6:8,' ');

writeln(ut(x[i],t[j]):6:8,' ',d[i]:6:8,' '); end;

k:=k+1;

writeln('--------------------------------------------------------------');

readln;

for i:=0 to n do

u[i]:=u1[i];

end;

end.

Приложение 6

Уравнение с постоянными коэффициентами

Трехточечная схема с весом

Метод прогонки

p>0

uses crt;

const n=15;j0=50;tt=1;l=1;A1=1;B1=1;p1=1;q=3;

type m=array[0 n] of real;

hi=array[0 n] of real;

var i,j,k,G:integer;

h,d,tau,t,f1,f2,f3,f4,f5,f6:hi;

u,u1,r,x,z,a,b,c,f,alfa,betta:m;

function ut(p,r:real):real;

begin ut:= A1*exp(B1*(p+r));end;

function fi(p,r:real):real;

begin fi:=A1*B1*exp(B1*(p+r))*(1-p1+q/B1);end;

begin

clrscr;

writeln (' chislennoe reshenie uravneniya perenosa');

writeln ( 'sxema begushego scheta');

writeln(' metod progonki');

writeln(' ------------------------------' );

writeln('-------------kogda p0>0,pN>0------------');

writeln(' vvedite G=' );

read(G);

writeln('----------------------------------------');

readln;

readln;

h[0]:=0;

h[1]:=a1;

for i:=2 to n do

h[i]:=h[i-1]*q;

for i:=0 to n do

h[i]:=x[i]-x[i-1];;

tau[j]:=t[j]-t[j-1];

t[j]:=0;k:=0;

clrscr;

writeln('------------------------------------------------------');

write(' ',k,'sloy');

writeln(' ');

writeln('-------------------------------------------------------');

writeln('N priblijennoe tochnoe pogreshnost ');

writeln('--------------------------------------------------------');

for i:=0 to n do

begin

x[i]:=i*h[i]; t[j]:=j*tau[j];

u[i]:= A1*exp(B1*(x[i]));

d[i]:=abs(ut(x[i],t[j])-u[i]);

write('',i,'',u[i]:6:8,' ');

writeln(ut(x[i],t[j]):6:8,'',d[i]:6:8,'');

end;

writeln('-------------------------------------------------------');

readln;

k:=1;

while t[j]<=tt do begin

clrscr;

t[j]:=t[j]+tau[j];

c[0]:=ro+(p1*tau[j])/h[i];

b[0]:=G*tau[j]*p1/h[i];

a[n]:=0;

c[n]:=1;

for i:=1 to n-1 do begin

a[i]:=-G*p1*tau[j]/(2*h[i]);

c[i]:=ro;

b[i]:=-a[i];

f1[i]:=(1-G)*p1*tau[j]/(2*h[i]);

f2[i]:=ro*u[i];

f3[i]:=G*tau[j]*fi(x[i],t[j]);

f4[i]:=(1-G)*tau[j]*fi(x[i],t[j]-tau[j]);

f[i]:=f1[i]*(u[i+1]-u[i-1])+f2[i]+f3[i]+f4[i];

end;

f5[i]:=(1-G)*p1*(u[1]-u[0])*tau[j]/h[i];

f6[i]:=ro*u[0]+f5[i]+G*tau[j]*fi(x[0],t[j]+tau[j]);

 Скачать реферат