Colebrook equation is an implicit equation used to calculate the Darcy-Weisbach friction factor which is used to calculate the pressure drop in pipes. 
So, one of the methods to solve this equation is Newton-Raphson method. Colebrook equation can be re-written in residual form like the following
The following Scilab function is used to calculate Darcy-Weisbach friction factor for a fully-developed turbulent flow.
The following capture shows the result obtained by the function used in Scilab 
and the following capture is the result obtained by the online calculator in this link http://www.engineeringtoolbox.com/colebrook-equation-d_1031.html
So, one of the methods to solve this equation is Newton-Raphson method. Colebrook equation can be re-written in residual form like the following
The following Scilab function is used to calculate Darcy-Weisbach friction factor for a fully-developed turbulent flow.
function [f, #of_iterations]=Colebrook_f(epslon, d, Re, NMax) 
R='1/sqrt(f)+2*log10((epslon/d)/3.7+2.51/(Re*sqrt(f)))'; // Residual expression 
D='-0.5*f**(-1.5)*(1+(5.02/(log(10)*Re))/((epslon/d)/3.7+2.51/(Re*sqrt(f))))'; // derivative expression: partial ... derivative of residual with respect to friction factor
 
 
f=0.02; // Initial guess of Darcy-Weisbach friction factor 
for i=1:NMax, // loop stops after reaching stop criteria 
RV=eval(R); // Residual value evaluation 
DV=eval(D); // Derivative value evaluation 
f_new=f-RV/DV; // computing the new value of f using Newton-Raphson method
if RV <=0.0001 then // If residual is less than the accepted error 
break 
else f=f_new; 
end 
end 
#of_iterations=i; 
endfunction
and the following capture is the result obtained by the online calculator in this link http://www.engineeringtoolbox.com/colebrook-equation-d_1031.html



 
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