Solve cumulative infiltration using newton-raphson method


Use the Newton-Raphson method to solve for cumulative infiltration, F(t), using the Green-Ampt equation for a Sandy Loam soil. Porosity = 0.453, time = 3 hr, capillary suction = 4.33 in, hydraulic conductivity = 0.510 in/hr. First guess 1.900 and get it within 0.1%

 

Request for Solution File

Ask an Expert for Answer!!
Mechanical Engineering: Solve cumulative infiltration using newton-raphson method
Reference No:- TGS0719512

Expected delivery within 24 Hours