A 90∘ elbow bend pipe diameter is 100 mm and loss coefficient is 0.9. Pipe friction factor is 0.02. What is the equivalent length of the pipe?
Two reservoirs are connected through a 930 m long. 0.3 m diameter pipe, which has a gate valve. The pipe entrance is sharp (loss coefficient = 0.5) and the valve is half-open (loss coefficient = 5.5). The head difference between the two reservoirs is 20 m. Assume the friction factor for the pipe as 0.03 and g=10 m/s2. The discharge in the pipe accounting for all minor and major losses is m3/s