Head Loss Calculation What is the head loss along a 1000 m straight pipe (inside diameter: 0.2 m) that delivers water (kinematic viscosity: 1 x 10° m²/s) at 0.032 m³/s? Absolute roughness of pipe = 0.1 mm.

Consider the simple pipe network below. Pipe AB and CF are both 500m long withdiameters of 0.8m and friction factors of 0.015. Branch 1 is 200m long, 0.5m in diameter with a frictionfactor of 0.02. Branch 2 is 300m long, 0.6m in diameter with a friction factor of 0.012. The designdischarge through pipe AB is 3m 3 /s. Determine the following: a) the equivalent pipe length, Leq, of asingle equivalent pipe with a diameter of 1m and friction factor of 0.02, that represents the entire pipenetwork from A to F, b) determine the total head loss from A to F. Ignore minor losses. (Hint: need touse method of equivalent pipes for both series and parallel)

choose the correct multiple-choice answer and also show your work): The Darcy friction factor in Branch b in the figure below is 0.025 and the turbulent friction factor in Branch b is 0.021. If this 0.1342-ft ID pipe is 16ft long, determine the head loss in Branch b in terms of ??2.The elbows are 90°long radius. Neglect losses in the junctions.

A 120 cm diameter pipeline conveys oil (s=0.80) under a head of 150 m from the mainland to a nearby island, crossing a river (s=1.03) to a maximum depth of 6 m. If the pipe thickness is 8 mm, determine the stress in the pipewall in kPa. a.87,354.00 b.67,568.65 c.83,742,50 d.78,567.68