matlab coding

Part II: The purpose of this assignment was for you to develop numerical solvers that could be used for various applications. For example- as discussed in Fluid Mechanics, friction in a pipe is determined via the implicit Colebrook-White Equation: 1 1 / 2 2.51 -2.0 log + 3.7D Ret where fis the friction factor, e is the roughness height, D, is the hydraulic diameter (10 44/P where A is cross-sectional area and Pis perimeter, and Re is the Reynolds Number given by: VD Re= where Vis the velocity in the pipe and v is the fluid's kinematic velocity. Use your false position solver from Part I to solve this equation for friction factor when water flows through a 1-m diameter cast iron pipe at 1 m/s. Use e = 0.00015 and v = 10ms