Find the value of discahrge through pipe having cross sectional area 2.2 m2 and flow velocity is 2 m/s

a horizontal 24" pipeline carries oil of sp gr. 0.825 flowing at a rate of 15.7 cfs. Each of four pumps required along the line is the same, i.e., the pressure on the suction side and on the discharge side will be -8.0 psi and +350 psi, respectively. If the lost head at the discharge stated is 6.0 ft for each 1000 ft of pipe, how far apart may pumps be placed? Ans. 167,000 ft

A pipe handles a flow rate of 35 gpm. Find the minimum inside diameter that will provide an average fluid velocity not the exceed 20 ft/s.

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

a.) Q=0.56m/s. V=1.16m/s b.)D=420mm. q=5.5x10^-3m^3/s That is the answer need some solutions

Water flows through a horizontal 0.5 ft diameter pipe with a mean velocity of 8 ft/s. The surface roughness of the pipe is € = 0.0005 ft. Determine the head loss in a 100 ft length of the pipe. Using Darcy-weisbach equation (h₁ = f * · LV² * D 2g Hint: Use Moody Chart.