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+//Example 5.6

+clc;

+clear;

+close;

+format('v',8);

+//Given data :

+D1=1.25;//meter

+D2=0.625;//meter

+slope=100;

+L=300;///meter

+g=9.81;//constant

+Z12=L/slope;//meter

+Q=100;//litres/sec

+Q=Q*10^-3;//m^3/sec

+A1=%pi*D1^2/4;//m^2

+A2=%pi*D2^2/4;//m^2

+v1=Q/A1;//m/s

+v2=Q/A2;//m/s

+p1=100;//kN/m^2

+//Higher End : 

+w=9.81;//kN/m^3

+Phead=p1/w;//meter

+Vhead=v1^2/2/g;//meter

+//Lower End : 

+w=9.81;//kN/m^3

+//Phead=p1/w;//meter

+Vhead=v2^2/2/g;//meter

+p2=(Z12+v1^2/2/g+p1/w-v2^2/2/g)*w;//kN/m^2(By Bernoulli's theorem)

+disp(p2,"Pressure at the lower end in kN per m^2 : ");