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Nested if conditions to compute flow
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My dataset includes time series data of rainfall and CN for one year. I am trying to determine the flow for two conditions i.e
if Rainfall > 0.2 then
Runoff = 1000/CN-10
otherwise
Runoff = (Rainfall - 0.2 * (1000/CN -10)^2)/Rainfall + 0.8 *(1000/CN -10).
I have tried following script but it did not work.
idx = Rainfall > 0.2;
Runoff(idx) = 1000/CN - 10;
Runoff(~idx) = (Rainfall - 0.2 * (1000/CN -10)^2)/Rainfall + 0.8 *(1000/CN -10);
Can any body suggest me script?
Regards, Saleem
1 Comment
per isakson
on 2 Oct 2015
Edited: per isakson
on 2 Oct 2015
"but it did not work"   What happened? Error or what?   Rainfall and Runoff how are they defined?
Answers (2)
Eng. Fredius Magige
on 2 Oct 2015
Edited: Walter Roberson
on 2 Oct 2015
Try this one:
dataset=[]; % copy you three columns of time, rainfall and CN into [], preferable from excel sheet
% note arrangement of you data very important 1st time, 2nd rainfall and 3rd CN
[datarow datacol]=size(dataset)
hold on
for n=1:datarow
Rainfall=data(n,2)
if (Rainfall > 0.2)
Runoff = 1000/(dataset(n,3)-10)
else
Runoff = (Rainfall - 0.2 * (1000/(dataset(n,3)-10))^2)/Rainfall + 0.8 *(1000/(dataset(n,3)-10)).
end
hold off
2 Comments
Eng. Fredius Magige
on 2 Oct 2015
% The previous just after for, the data is edited be dataset. otherwise be specific, inclusive CN %
[datarow datacol]=size(dataset) hold on for n=1:datarow Rainfall=dataset(n,2) if (Rainfall > 0.2) Runoff = 1000/(dataset(n,3)-10) else Runoff = (Rainfall - 0.2 * (1000/(dataset(n,3)-10))^2)/Rainfall + 0.8 *(1000/(dataset(n,3)-10)). end hold off
Thorsten
on 2 Oct 2015
Edited: Thorsten
on 2 Oct 2015
Does this work for you?
idx = Rainfall > 0.2;
Runoff(idx) = 1000/CN(idx) - 10;
Runoff(~idx) = (Rainfall(~idx) - 0.2 * (1000./CN(~idx)-10).^2)./Rainfall(~idx) + 0.8 *(1000./CN(~idx) -10);
If not, please report exactly what went wrong.
3 Comments
Thorsten
on 2 Oct 2015
What about this? And do your really mean -0.2*s instead of -0.2*S in the "otherwise" condition?
idx = Rainfall - 0.2*S < 0;
ExcessRainfall(idx) = 0;
ExcessRainfall(~idx) = (Rainfall(~idx) - 0.2*s(~idx)).^2./Rainfall(~idx) + 0.8*S(~idx);
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