Question 1: Mr. Yaseen is the Chief Engineer at one company. He assigned his staff engineers to design hydraulic piping system of three connected tanks. For the given information and knowing that friction coefficient of each pipe is 0.03, it is required to compute the velocity at each pipe. Neglect the fitting losses.

Your company will build a water tank to service a building that is 100 ft away with 20 psi water pressure at an elevation of 10 ft. What is the minimum height of the tank? Rules of thumb - Water pressure for each 1 ft = 0.433 psi Friction losses in the pipes: • 5 ft of head per 1000 ft • 2.2 psi per 1000 ft O 66.9 ft O 26.9 ft O 36.9 ft O 56.9 ft O 46.9 ft O 76.9 ft

Note: End of the question 10 words not the grade. Kindly give me the both right answers according to the question. Thank you

Explain operating principles for Menard-type pressuremeter.

Flow in closed conduit

Theflowrateofwaterthroughacastironpipeis5000GPM.The diameter of the pipe is 330mm, and the coefficient of friction is f=0.0173. What is the pressure drop over a 30m length of pipe

C3. Provide solution using the Moody diagram Oil (RD 0.8) with viscosity 0.06 Pa.s flows in a cast iron pipe of length 100m and diameter 120mm. Relative roughness = 0.0031 1. Determine the head loss when the velocity is: 3.2 m/s 2. Discuss and agree upon how could the head loss be reduced. Write your conclusions.

Please show the working and explain.