Compute points on the velocity profile from the tube wall to the centerline of a standard hydraulic steel tube, 50 mm OD x 1.5 mm wall, if the volume flow rate of SAE 30 oil (sg = 0.89) at 110°C is 25 L/min. Use increments of 4.0 mm and include the velocity at the centerline.
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- Use g=32.2 */sec2 (9.81 m/s2) and 60°F (16°C) water unless told to do otherwise.• Google schedule-40 pipe’s thickness at different nominal size to obtain the innerdiameter of the pipe for accurate determinaLon of flow velocity.• Must show your work to support your selecLon. Otherwise, no points will be given.• No peer discussion is allowed.. A cylindrical tank 5 ft high has a constant diameter of 4 ft is full of water. The tank has a hole2. A cylindrical tank 5 * high has a constant diameter of 4' is full of water. The tank has a holein its bo]om that measures 0.1ft^2. All losses are insignificant. How long will it take for the tankto empty? Note that you can NOT assume a staLc head and constant flow rate because thewater head in the tank decreases as the water flows out of the tank (A) 35 sec(B) 70 sec(C) 105 sec(D) 140 sec2. A turbine is used to produce 2700 hp by expanding the water between points 1 and 2. Water flow rate, static pressures and pipe diameters are given. Calculate the power lost in between point one and two. Note that the static pressure at point 2 is given in vacuum. (SGH =13.6) P1 = 60 psi Q = 150 ft³/s D = 3 ft Section (1) Turbine 10 ft P2 10-in. Hg %3D vacuum D2 = 4 ft Section (2)FLUID MECH Support your answer with the appropriate solution and diagram. 8. Oil with specific gravity of 0.80 flows through a pipe X 200 L/s at elev 20, 200 mm diameter, 200 m long with a pressure of 100 kPa to pipe Y at elev 10 m, 100 mm in diameter, 100 m long with a pressure of 50 kPa. Compute the total energy at X. A. 49.41 m. B. 14.6 m. C. 34.81 m. D. 25.45 m.
- Compute points on the velocity profile from the pipe wall to the centerline of a 3/4-in Type K copper tube if the volume flow rate of water at 60'F is Q 0.5 gal/min. Use increments of 0.05 in and include the velocity at the centerline. please be through and provide all calculus and graphs/tablesIn Figure below, the pipe entrance is sharp-edged having K1 = 0.5, and for the open globe valve assume K2 = 6.0. The flow rate of water is 0.015 m'/s. 3 (a) Calculate the velocity and Reynolds number of flow. (b) Find the head loss due to friction, hf (in m). (c) Calculate the Turbine head (in m) and Power generated (in Watt). Given: Density of water, pwater = 1000 kg/m²; Viscosity of water, u = 0.001 kg/m.s; Friction factor from Moody Chart, f=0.024. Draw sketch and show all calculations. 1 Open globe valve Turbine 60 m Water Steel pipe: L= 140 m, D = 7.5 cmQ2- A (0.14 m'/s) oil has (density 860 kg/m' & viscosity 0.026 pa.s) is pumping from first tank to second tank by using centrifugal pump and discharge pipeline 12 inch in diameter. If the pipe roughness is 0.045mm: 1- Calculate pipe frictional head loss for discharge pipe 5800m in length. 2- Calculate pump liquid power if oil level in first tank 6 m, the oil level in second tank is 13 m, and the suction pipe length is 51 m and diameter is 14 inch.
- Find the loss in total pressure for each run in the simple duct system of Fig. 1, using the equal-friction method and in English unit. The total pressure available for the duct system is 0.12 in. wg (30 Pa), and the loss in total pressure for each diffuser at the specified flow rate is 0.02 in. wg (5 Pa). Duct fittings are listed in Table 1. Assume the duct dimeter in run 1 is 10 in. and the rest are 8 in. Does the duct system require any adjustment? 150 cfm e. a 15 ft Plenum е 15 ft 5 ft 5 ft a 3. 20 ft 4 10 ft 200 cfm e 10 ft 150 cfm b Duct Fittings for Figure 1 Fittings Type Abrupt Entrance 90 deg Elbow, Pleated Round to Rectangular boot, Straight 45 deg. Converging Wye 45 deg Elbow, Pleated a d emy last Id 30 Water mass flow rate of 2kg/s is delivered through the 30 mm commercial steel pipe? -0.15 Calculate the miner and friction losses in the pipe. Use moody chart to calculate the friction loses For minor losses, take K for the Entrance: 0.3 Exit: 0.5 Valve 1.8 Water density: 1000 kg/m? Water viscosity : 0.001 N. S/ m² Use your last three digits of your ID number for the pipe length L_in m h-20 m Gate valvePlease solve Correctly as fast as. 4.- A 295.15K fluid with a density of 990 kg/m^3 and a viscosity of 4.6 kg/m. s, passes at a speed of 0.75 kg/s through a stainless steel pipe with an internal diameter of 64 mm. a) Calculate the Reynolds number and determine the flow regime. b) Calculate the velocity of the flow in m^3/s necessary for a Reynolds number of 2300 and the velocity in m/s.
- FLUID MECH Support your answer with the appropriate solution and diagram. 9. At point A in the pipeline conveying water, the diameter is 1 m, the pressure 100 kPa and velocity 1 m/s. At point B, 2 m higher than A, the diameter is 0.5 m, the pressure is 20 kPa. Determine the head loss in m. A. 5.0 B. 5.4 C. 5.8 D. 6.262.4¹,Mw lb Water (Yw ft³ an average velocity of 5 ft/s. Find the change in pressure over 39 ft of pipe. Provide your answer in = D 23.6 x 10-6 ) flows through the 4-in. diameter pipe below with -6 lb-s ft² lb ft² The pipe has roughness of 2x10-4ft. L-Example the values. asystem total head. against for the initial condition, show below - give the Lallowiny data dynamic uiscosity of liquid Calculate capacity curve density S-1200 kgim3 Static head on Suction Side 7S-3m Static heac on discharge Side Zd= 7m inside diameter of pipe di = o.052m -pipe roughress E3D0.00045m. gas pressure aboue the liquid in the tank Side of the pump the Suction Ps= atmospheric pressure. gas pressure above the liquicd in the tank on discharge side of the pump. the dund Pd= atmesperic pressure