Three reservoirs are connected by individual pipes to junction 0 as shown in the figure below. Find the elevation of reservoir C in order for the discharge in pipe AO from reservoir A to be 0.15 cubic meters per second. Use the Darcy-Weisbach formula with f = 0.02. Draw the final hydraulic gradient line (HGL).
Reservoir
Discharge (m^3/s) 0.15 (out)
Diameter (cm)
Length (km) 40 90 60
WS elevation (m) 145 125
35 25