Simulation of Pipe flow with Symmetry Boundary Conditions

Objective: Hagen-Poseuille Equation Diameter of Pipe, D=0.01m Reynolds Number, Re=2100 Dynamic Viscosity of Water,`mu=8.9*10^-4 Pa.s` Density of Water,`rho=998(kg)/m^3` Velocity,`V=0.1869m/s` Maximum Velocity,`V_max=2*V=0.3738 m/s` Pressure Difference, Δp =55.89 Pa. Kinematic Presure Difference, `nablap'=(nablap)/rho=55.89/998=0.056…