5. The tank shown in the accompanying fig filled by Pipes 1 and 2. If the water level constant, what is the volumetric flow rate ing the tank at 3? What is the average ve water leaving the tank?
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- Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank. Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014 *12.9517*99.9358*30.4889*39.5136 What gage pressure p1 in kPa, is needed to provide the given flow rate? *1121 kPa*1692 kPa*1328 kPa*1725 kPaGiven below are pipe lengths, sizes, and connections. All pipes have a friction factor of 0.020. If the flow from A to B is 8 cfs, Determine the head loss in feet in PIPE 5. *23.8062*9.0254*1.0666*2.6570 Determine the flow in the upper branch pipe Q2 in cubic feet per second. *2.6667*2.3809*4.8840*12.4747 Determine the head loss in feet in PIPE 2. *3.4373*8.0165*9.2849*10.4720 Determine the total head loss in feet between the inlet A and the outlet D. *9.2849*13.1625*17.3474*35.9163Water flows through the pipe contraction as shown in the figure. The drop in the piezometer level after contraction is 0.1 ft. Determine the flow rate as a function of the small pipe diameter, D. What is the flow rate if D = 6 in.
- 1. A rectangular channel has a contraction that smoothly changes the width to a minimum width of 1.5 f t (the throat). If the flow is critical at the throat, find the volume flow rate when the depth at the throat is 1.5 f t. 2. Water in an open channel of constant width flows over a bump of height 1 f t, as shown in Figure P10.10. What is the depth of the water Y2? Assume uniform flow of constant width with no losses.(b) FIGURE Q2 shows a siphon used to drain water from a large reservoir. The diameters of the nozzle and the pipe are given by ddnn = 25 mm and ddpp = 50 mm, respectively. If the distances are given by XX = 4.6 m and YY = 0.9 m, calculate: (i) The flow rate through the nozzle (ii) The pressure at points A and BThe differential manometer shown in figure 4 is used to measure pressure difference between pipe A and B. Pipe A is conveying water while pipe B is conveying air. If the pressure at B is 12kPa calculate the pressure at A. Figure 4. (a) 35kPa (b) 12kPa (c) 23kPa (d) 24kPa
- Water enters a large rigid tank steadily at a rate of V . = 0.5 m3/s, and exits through a large rectangular opening through which the velocity changes linearly in the vertical direction from 4 m/s to 5 m/s. Knowing that the tank is full, determine the magnitude of the velocity through the circular opening at the top whose diameter is D = 15 cm.In figure 3 compute the pressure head difference between m and n, in feet of fluid A, when: A. Fluid A is gasoline (sp gr 0.715), the gage liquid is mercury, and z = 47.77 in B. Fluid A is oil (sp gr 0.908), the gage liquid is water, and z = 27.77 in C. Fluid A is sea water (w = 64.0), the gage liquid has a specific gravity of 2.95, and z = 57.77The water speed coming out on the pipe from a cylindrical tank shelter as in the image beside is (in the picture) known g = 9.81 m / s² H is the initial high water (m), l is the length of the pipe (M), t is the time passing. Determine the high H needed to produce water speed v = 5 m/s at t = 2.5 seconds for pipe length L = 4 m, calculate 1. BISECTION 2. False position for initial guess XL = 0 and XU = 2 m Calculate up to £ = 1%
- . A Pitot tube in the pipe in which air s flowing is connected to a manometer containingwater as shown in the figure. If the difference in water levels in the manometer is 87.5mm,what is the velocity of the flow in the pipe, assuming a tube coefficient, CP = 0.99?5. The system shown on the right is used to accurately measure the pressure changes when the pressure is increased by ∆? in the water pipe. When ∆ℎ=70??, what is the change in the pipe pressure (kPa)? (3 decimal)1.) Water flows at 10m3/s in a 150-cm diameter pipe; the head loss in a 1000-m length of this pipe is 20.0m. Find the rate of energy loss due to pipe friction for the pipe. Use unit weight of Water : 9.79KN/m3.2.) Given the two dimensional flow as shown in the accompanying figure. Determine the flow rate considering 1.5m of width perpendicular to the figure.