Find the cross sectional area of pipe Discharge=77 m3/s Velocity=10 m/s
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- Considering pipe loss only, how much head is required to deliver 0.222 m³/s of heavy fuel oil at 38°C through 914 m of new cast iron pipe, 300 mm inside diameter? Use ε=0.00024 m. (ANSWER MUST BE = 41 m)Find the pressure drop(kPa) in a 29m length of pipe with a triangular cross section.Q = 22m3/minf = 0.017For water flowing in a pipe of 8 inches diameter at 65 oC and 0.01 ft3/s, what will be the entry length (Le) needed for water flow to be described as fully developed flow? What does that tell you about the length of the tube you should select in your design?
- It is desired to deliver 60 m3/h of water at 20°C through ahorizontal asphalted cast iron pipe. Estimate the pipe diameterthat will cause the pressure drop to be exactly 40 kPaper 100 m of pipe length.If the two pipes in Fig. are instead laid in serieswith the same total pressure drop of 3 lbf/in2, what will theflow rate be? The fluid is SAE 10 oil at 20°C.What diameter is required in a pipe with t=0.2 mm and a length of 2450 m, yes it is desired that it transport an expense of 1.10 m¾/s and the allowable energy loss is 2.45m?
- A pipe of 180mm bore is delivering water at a rate of 8250dm3/min at a pressure 800kN/m2. It connects by a gradually expanding pipe to a main of 300mm bore which runs 3,5m above it. Find the pressure in the 300mm main, neglecting all losses.Find the minimum diameter of a smooth tube to ensure the flow of water at an average velocity of 100 cm/s remains turbulent. Use vwater = 1E-6 m2 /s. [Ans.: 4 mm]HW Question : The tank-pipe system is to deliver at least 12.5 m3/h of water at 20°C to the reservoir. What is the maximum roughness height ε allowable for the pipe? Neglect minor losses.
- For the series-parallel system shown in figure, all pipes are 8cm_diameter cast iron. If the total flow rate is 0.026 m3/s find; a-) The flow rate for each pipe b-) Pressure lost between point (A) and (B) note: Take f=0.02 and neglect minor losses.Determine the size of clean wrought-iron pipe (e=0.046 mm) required to convey 250 L/s of oil, =1x10-5 m2 /s), 3000 m long with a head loss of 25 m.N/N. [ Hint: Use Colebrook equation for transitionally rough pipe (whatever is the calculated f, that is final and no need to check if the pipe is smooth or rough).Water at 20°C fl ows by gravity through a smooth pipe fromone reservoir to a lower one. The elevation difference is 60 m.The pipe is 360 m long, with a diameter of 12 cm. Calculatethe expected flow rate in m3/h. Neglect minor losses.