liquid having a density of 801 kg/m3 and a viscosity of 1.49x10-3 Pa.s is flowing through a horizontal straight pipe at a velocity of 4.57 m/s. The commercial steel pipe is 1.5-in nominal pipe size, schedule 40. For a length of pipe of 61m, do as follows a. Calculate the friction loss Ff.  b. For a smooth tube of the same inside diameter, calculate the friction loss. What is the percent reduction of Ff for the smooth tube

In mechanical fluid

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A smooth horizontal pipe with uniform 33 mm diameter has a pressure drop of 44 kPa with a length of 206 m. Find the headloss in m.   ( Hand written please )

Specifications: The total length of pipe in the three inch branch is 10 ft, and the length of pipe in the one inch branch is 8 ft. Brine (sg=1.04, m=10-3Pa*s) flows at 250gpm through the entrance at point A. Assume fully turbulent flow in both branches (f=ft). Pipes are standard Schedule 40 steel pipes. Assume the globe valve is partially shut so its equivalent L/D is 1000. For Part 1 of this project, you are tasked with determining the following: The flow rate in both branches The pressure drop in both branches The overall resistance coefficient

6. The coefficient of friction for a flow through pipe with Reynold’s number 40000 isa. Need density, velocity, diameter, and length of pipeb. Need density, velocity, diameter, dynamic viscosity and length of pipec. 0.0707d. 0.0055

Plz correct solution.

A major water main is an 18-in ductile iron pipe. Compute the Reynolds number if the pipe carries 16.5 ft/s of water at 50°F.

Water is transported for 500 m in a 4 inch ductile iron pipe (coated) with a flow rate of 0.04 m3/s. Calculate the pressure drop over the 500 m length of pipe. (Calculate the friction factor f using the formula given in class notes/textbook, and not by using the Moody chart).

1.A 0.5 m pipe is flowing with water at temperatures of 30 ^o C and 40 ^o C. Calculate the maximum velocity under conditions  A.Laminar B.Turbulent