% flow m3/s
Q = 20;
% slope m/m
So = 0.0001;
% side slope m/m
z = 2;
% manning number
n = 0.015;
b = 10; % width of channel m
g = 9.81; % gravity force m/s2
N = 4;
ys = 1;
yend = 2;
dy = abs((ys-yend)/N);
y(1) = ys;
% A(1) = ;x
for i = 1:N+1
if i == 1
y(i) = ys;
else
y(i)= y(i-1) + dy;
end
A(i) = (b + y(i)*z)*(y(i));
P(i) = b + 2*y(i)*sqrt(1+z^2);
R(i) = A(i) / P(i);
V(i) = Q / A(i);
E(i) = y(i) + V(i)^2 / (2*g);
if i == 1;
dE(i) = 0;
else
dE(i) = E(i)-E(i-1);
end
dE
Se(i) = (V(i)^2)* (n^2)/(R(i)^(4/3))
if i > 1
Sav(i) = (Se(i) + Se(i+1))/2
else
Sav(i) = 0
end
if i > 1
dx = dE(i)/(So - Sav(i))
else
dx = 0
end
if i > 1
x (i) = dx(i) + dx(i-1);
else
x(i)= 0
end
end
its giving me on line where dE(i) =E(i) -E(i+1)
Sav(i) =(Se(i) + Se(i+1))/2
index exceed matrix dimension
How do i solve the issue???
thank you

6 Kommentare

When sections of your code are highlighted like in the image below, click on those sections and after a second or so, a message will appear that suggests improvements. If the message doesn't appear, you can press ctrl+m. Pay attention to those messages because there are lots of messy sections of the code.
190929 115610-MATLAB R2019b - academic use.png
The problem is here
E(i+1)
E only has 2 elements but i+1 equals 3 which means you're asking for the 3rd element.
hasan damaj
hasan damaj am 29 Sep. 2019
Adam Danz,
thank you for the precious comment.
I already figure it out and replaced E(i+1) with E(i-1) to calculate the average of E at different y
but how do i tranform my data or the variable which are y(i) , A(i), p(i) into matrics and i need a code to plot the values of x vs. y
and thank you
Adam Danz
Adam Danz am 29 Sep. 2019
After you make the E(i-1) change you also need to make the Se(i-1) change. Then your code runs without error. Then 'y' 'A' and 'P' are all vectors of length 5. 'x' don't exist in your code.
hasan damaj
hasan damaj am 30 Sep. 2019
Thank u mr. Adam Yes i know about the Se also. Regarding x, i will continue my code and see ur opinion.
hasan damaj
hasan damaj am 30 Sep. 2019
Mr. Adam,
i already correct the continued and finished it.
if i want to put the variable of
y A P R V E dE Se Sav dx x
in a matrix in for of a table .. what is the required code.??
this process is called water surface profile using direct step method.(Civil Engineering).
also i need to plot the vales of x with respect to y.???
if you just help me i will be gratefull.
Adam Danz
Adam Danz am 30 Sep. 2019
See answer.

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 Akzeptierte Antwort

Csaba
Csaba am 29 Sep. 2019

0 Stimmen

E(i) = y(i) + V(i)^2 / (2*g);
if i == 1;
dE(i) = 0;
else
,dE(i) = E(i)-E(i+1); ,
end
You are defining E(i) in the for loop, and later in the same for loop you are referencing to E(i+1) (before it was definied). Where the hell prograsm should know what E(i+1) would be in the next circle when you will define it?
This code is incorrect.

7 Kommentare

hasan damaj
hasan damaj am 30 Sep. 2019
Thank u for ur time. This code is correct but needs to be edited.
Csaba
Csaba am 30 Sep. 2019
It's up to you.
hasan damaj
hasan damaj am 30 Sep. 2019
Mr. Csaba
i already correct the continued and finished it.
if i want to put the variable of
y A P R V E dE Se Sav dx x
in a matrix in a form of a table .. what is the required code.??
this process is called water surface profile using direct step method.(Civil Engineering).
also i need to plot the vales of x with respect to y.???
if you just help me i will be gratefull.
Csaba
Csaba am 30 Sep. 2019
Bearbeitet: Csaba am 30 Sep. 2019
I guess you want something like this!
% flow m3/s
Q = 20;
% slope m/m
So = 0.0001;
% side slope m/m
z = 2;
% manning number
n = 0.015;
b = 10; % width of channel m
g = 9.81; % gravity force m/s2
N = 4;
ys = 1;
yend = 2;
dy = abs((ys-yend)/N);
y(1) = ys;
dE(1) = 0;
Sav(1) = 0;
% A(1) = ;x
% for i = 1:N+1
% if i == 1
% y(i) = ys;
% else
% y(i)= y(i-1) + dy;
% end
for i=2:N+1
y(i)= y(i-1) + dy;
A(i) = (b + y(i)*z)*(y(i));
P(i) = b + 2*y(i)*sqrt(1+z^2);
R(i) = A(i) / P(i);
V(i) = Q / A(i);
E(i) = y(i) + V(i)^2 / (2*g);
dE(i) = E(i)-E(i-1);
Se(i) = (V(i)^2)* (n^2)/(R(i)^(4/3))
Sav(i) = (Se(i) + Se(i-1))/2;
dx(i) = dE(i)/(So - Sav(i)); % I guess you want dx(i) intead of just dx
x (i) = dx(i) + dx(i-1);
% You do not need all of this below because now (after my corrections)
% i runs from 2 and all i=1 values are assigned before the for cycle!
% all others are now listed above!
% if i == 1;
% dE(i) = 0;
% else
% dE(i) = E(i)-E(i-1);
% end
% dE
% Se(i) = (V(i)^2)* (n^2)/(R(i)^(4/3))
% if i > 1
% Sav(i) = (Se(i) + Se(i+1))/2
% else
% Sav(i) = 0
% end
% if i > 1
% dx = dE(i)/(So - Sav(i))
% else
% dx = 0
% end
% if i > 1
% x (i) = dx(i) + dx(i-1);
% else
% x(i)= 0
% end
end
plot(x,y);
hasan damaj
hasan damaj am 30 Sep. 2019
thank you very much for ur correction mr Csaba.
i appreciate ur time helping me with this code.
hasan damaj
hasan damaj am 29 Nov. 2019
Code.JPG
hasan damaj
hasan damaj am 29 Nov. 2019
above a fortran code
how to transfer to matlab code?
thank you

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Weitere Antworten (1)

Adam Danz
Adam Danz am 30 Sep. 2019

0 Stimmen

"if i want to put the variable of
y A P R V E dE Se Sav dx x
in a matrix in for of a table .. what is the required code.??"
Those variables are row vectors of equal length and can be concatenated vertically into a matrix like this:
out = [y;A;P;R;V;E;dE;Se;Sav;dx;x];
But to follow the principles of Tidy Data, each column of a matrix should be a variable and each row an observation. The matrix would be transposed.
out = [y;A;P;R;V;E;dE;Se;Sav;dx;x].';
% ^^
Better yet, I recommend using a table
T = array2table([y;A;P;R;V;E;dE;Se;Sav;dx;x].',...
'VariableNames',{'y','A','P','R','V','E','dE','Se','Sav','dx','x'})
"also i need to plot the vales of x with respect to y."
Assuming you've created the table above,
plot(T.x,T.y,'o-')

2 Kommentare

hasan damaj
hasan damaj am 30 Sep. 2019
Thank you mr Adam for the help.
but regarding the last code which is plot,
what is o-???
Adam Danz
Adam Danz am 30 Sep. 2019
It's the linespec of the plot
It plots with lines (-) and circle markers (o).

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