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+clc;
+disp("Example 3.9")
+d= 0.005 // diameter in metres
+density= 900 // in kg/m^3
+mew=0.5 // kg/ms
+Q=5e-6 // flow rate in m^3/sec
+U= (4*Q)/(%pi*d*d) // volumetric flow rate per area of cross section
+
+Re= d*U*density/mew
+disp(" The Reynolds number is ")
+disp(Re)
+disp(" . Hence we can apply hagen poiseulli law.")
+pgrad=128*mew*Q/(%pi*d*d*d*d)
+disp(" Pressure gradient is ")
+disp(pgrad)
+disp(" N/m^3")