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Fitting the numerical solution of a PDE with one parameter to some data

조회 수: 3 (최근 30일)
matnewbie
matnewbie 2018년 6월 22일
편집: Matt J 2023년 5월 3일
I need to fit the numerical solution of a PDE with one parameter to some data in MATLAB.
I already solved the PDE (by giving an arbitrary value to the parameter) and I have the data, but I am not sure if I can use nlinfit, since it requires an analytic function as input.
Another issue is how to pass the parameter to be fitted to pdepe to solve the PDE.

채택된 답변

Torsten
Torsten 2018년 6월 22일
편집: Matt J 2023년 5월 3일
The procedure can easily be adapted to work with a PDE instead of ODEs.
Best wishes
Torsten.
  댓글 수: 22
Torsten
Torsten 2018년 6월 26일
And how could I refine the grid or put a small error tolerance for pdepe?
a) by using more points for the r-mesh
b) https://de.mathworks.com/help/matlab/ref/odeset.html (Variables "RelTol" and "AbsTol").
Best wishes
Torsten.
matnewbie
matnewbie 2018년 6월 27일
편집: matnewbie 2018년 7월 2일
Thanks for your precious help.
In any case I noticed that also nlinfit works, so I will use it instead of lsqcurvefit.

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추가 답변 (1개)

Zana Taher
Zana Taher 2019년 4월 7일
Using the matlab function lsqnonlin will work better than lsqcurvefit. Below is an example code for using lsqnonlin with pdepe to solev parameters for richard's equation.
global exper
exper=[-0.4,-112,-121,-128,-131,-131.1,-133.2,-133.1,-134.4,-134.7,-135.12,-135.7,-135.8,-135.1,-135.4,-135.8,-135.9,-134,-135.7,-135.1,-135.3,-135.4,-136,-139,-136];
% p=[0.218,0.52,0.0115,2.03,31.6];
% qr f a n ks
p0=[0.218,0.52,0.0115,2.03,31.6];
lb=[0.01,0.4,0,1,15]; %lower bound
ub=[Inf,Inf,10,10,100]; %upper bound
options = optimoptions('lsqnonlin','Algorithm','trust-region-reflective','Display','iter');
[p,resnorm,residual,exitflag,output] = lsqnonlin(@richards1,p0,lb,ub,options)
uu=richards1(p);
global t
plot(t,uu+exper')
hold on
plot(t,exper,'ko')
function uu=richards1(p)
% Solution of the Richards equation
% using MATLAB pdepe
%
% $Ekkehard Holzbecher $Date: 2006/07/13 $
%
% Soil data for Guelph Loam (Hornberger and Wiberg, 2005)
% m-file based partially on a first version by Janek Greskowiak
%--------------------------------------------------------------------------
L = 200; % length [L]
s1 = 0.5; % infiltration velocity [L/T]
s2 = 0; % bottom suction head [L]
T = 4; % maximum time [T]
% qr = 0.218; % residual water content
% f = 0.52; % porosity
% a = 0.0115; % van Genuchten parameter [1/L]
% n = 2.03; % van Genuchten parameter
% ks = 31.6; % saturated conductivity [L/T]
x = linspace(0,L,100);
global t
t = linspace(0,T,25);
options=odeset('RelTol',1e-4,'AbsTol',1e-4,'NormControl','off','InitialStep',1e-7)
u = pdepe(0,@unsatpde,@unsatic,@unsatbc,x,t,options,s1,s2,p);
global exper
uu=u(:,1,1)-exper';
% figure;
% title('Richards Equation Numerical Solution, computed with 100 mesh points');
% subplot (1,3,1);
% plot (x,u(1:length(t),:));
% xlabel('Depth [L]');
% ylabel('Pressure Head [L]');
% subplot (1,3,2);
% plot (x,u(1:length(t),:)-(x'*ones(1,length(t)))');
% xlabel('Depth [L]');
% ylabel('Hydraulic Head [L]');
% for j=1:length(t)
% for i=1:length(x)
% [q(j,i),k(j,i),c(j,i)]=sedprop(u(j,i),p);
% end
% end
%
% subplot (1,3,3);
% plot (x,q(1:length(t),:)*100)
% xlabel('Depth [L]');
% ylabel('Water Content [%]');
% -------------------------------------------------------------------------
function [c,f,s] = unsatpde(x,t,u,DuDx,s1,s2,p)
[q,k,c] = sedprop(u,p);
f = k.*DuDx-k;
s = 0;
end
% -------------------------------------------------------------------------
function u0 = unsatic(x,s1,s2,p)
u0 = -200+x;
if x < 10 u0 = -0.5; end
end
% -------------------------------------------------------------------------
function [pl,ql,pr,qr] = unsatbc(xl,ul,xr,ur,t,s1,s2,p)
pl = s1;
ql = 1;
pr = ur(1)-s2;
qr = 0;
end
%------------------- soil hydraulic properties ----------------------------
function [q,k,c] = sedprop(u,p)
qr = p(1); % residual water content
f = p(2); % porosity
a = p(3); % van Genuchten parameter [1/L]
n = p(4); % van Genuchten parameter
ks = p(5); % saturated conductivity [L/T]
m = 1-1/n;
if u >= 0
c=1e-20;
k=ks;
q=f;
else
q=qr+(f-qr)*(1+(-a*u)^n)^-m;
c=((f-qr)*n*m*a*(-a*u)^(n-1))/((1+(-a*u)^n)^(m+1))+1.e-20;
k=ks*((q-qr)/(f-qr))^0.5*(1-(1-((q-qr)/(f-qr))^(1/m))^m)^2;
end
end
end
  댓글 수: 4
matnewbie
matnewbie 2019년 8월 20일
That's not true, since the first experimental point (at ) is not reliable and you can discard it.
Torsten
Torsten 2019년 8월 20일
편집: Torsten 2019년 8월 20일
You set dc/dr = 0 at both ends of your domain. So no mass leaves the system. Thus the initial mass of your species can be obtained by integrating c from r=0 to r=R. If you do this for both experiment and model, it is obvious that the initial mass of the species in the system for the simulation must have been much lower than in your experiment. So how can you expect that the curves agree ?

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