Graph pressure profiles for both radial and linear flow using Darcy's Law. State assumptions Track the pressure profile as a function of distance between (rw and re) at some assumed constant rate. Pressure, psi 4000 3000 2000 1000 0 0 k = 20 md h = 10 ft 100 = 1.0 cp L= 500 ft 200 Distance, ft pe = 3,000 psi Pwf = 1,000 psi 300 400 rw = 0.33 ft re = 500 ft 500