A pipe (culvert) 50 m (164 ft) long extends between two reservoirs as shown below. The dif...

A pipe (culvert) 50 m (164 ft) long extends between two reservoirs as shown below. The difference in water surface elevation ( h) between the two reservoirs is 2.0 m (6.6 ft) The pipe is 2.44 m (8.0 ft) in diameter and has a friction factor of 0.02. Compute the d charge in the pipe if the entrance loss coefficient is 0.5 and the exit loss coefficient is 1.0