The pressure drop, due to the head and minor losses, between the two ends of a horizontal pipeline is APtotal_loss = 27.6 kPa. The length of the pipeline is = 100 m, the diameter is d = 0.1 m and the...

Extracted text: The pressure drop, due to the head and minor losses, between the two ends of a horizontal pipeline is APtotal_loss = 27.6 kPa. The length of the pipeline is = 100 m, the diameter is d = 0.1 m and the wall roughness coefficient is k = 0.5 mm. The sum of the minor loss coefficients in the pipeline is g = 5. Determine the flowrate Q, if this pipeline is used for transportation of water (Pwater = 1000 kg/m³, vwater 1.004 .10-6 m²/s). %3D