1.Compute and tabulate full-station elevations for anunequal-tangent vertical curve to fit the requirements:
g1 = 2.25%, g2 = 3.75%, VPI at station = 62+00 and elevation of850.00ft. T1= 700ft, T2 = 500ft
2.A pipe contains a fitting with a minor loss coefficient equal to2.5. The pipe length = 300 meters, pipe diameter = 0.1 meters, andfriction factor = 0.018. Determine the equivalent length of pipeand fitting.