Water (SG=1) flows through the diverging frictionless pipe shown at flowrate of Q with the given parameters below (g=9.81 m/s?) Q=500 m3/h, P1=500 kPa, z1=3 m, z2=14 m, D1=400 mm, D2= 500 mm
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- please answer asapWater flows downwards in a vertical pipeline of gradually varying section from point 1 to point 2, which is 1.5m above point 1, at the rate of 0.9m^3/s. At section 1 the pipe diameter is 0.5m and pressure is 800 kPa. If pressure at section 2 is 600 kPa, determine the pipe diameter at that location. Neglect lossesWater (@ 75°C) flows at a horizontal pipe at a rate of 1.6 m3/min in a pipe. Flow enters a 3 inch 45 deg. elbow and diverted upwards into a connecting pipe. The diameter of the outlet is 2 inches. If the pressure just before the elbow is 78kPa, what is the magnitude and direction of the force to keep the elbow in place? Assume: that frictional losses in the elbow are negligible.The following data were obtained for the flow of 20°C water at20 m3/h through a badly corroded 5-cm-diameter pipe thatslopes downward at an angle of 8°: p1 = 420 kPa, z1 = 12 m,p2 = 250 kPa, z2 = 3 m. Estimate (a) the roughness ratio ofthe pipe and (b) the percentage change in a head loss if thepipe were smooth and the flow rate the same.
- Topics: Fundamental of fluid flow Water flows upwards in a vertical pipeline of gradually varyingsection from point 1 to point 2, which is 1.5m above point 1, at the rate of0.9m^3/s. At section 1 the pipe diameter is 0.5m and pressure is 800 kPa. Ifpressure at section 2 is 600 kPa, determine the pipe diameter at that location.Neglect losses.Oil flows at 55.9L/s in a pipe of 160mm diameter and 50m length. SG of oil is 0.9 and viscosity is 0.04 Pa-sec. If head loss is 5.22m, determine: a. Mean Velocity of flow (m/s) b. Type of flow c. Friction Factor d. Velocity at the centerline of pipe (m/s) e. The shear stress at the wall of the pipe (Pa)Water is flowing in the pipe shown in the figure below, with the 8.20-cm diameter at point 1 tapering to 3.85 cm at point 2, located y = 11.5 cm below point 1. The water pressure at point 1 is 3.20 ✕ 104 Pa and decreases by 50% at point 2. Assume steady, ideal flow. What is the speed of the water at the following points? (a) point 1 m/s (b) point 2 m/s.
- Water is flowing in the pipe shown in the figure below, with the 7.50-cm diameter at point 1 tapering to 3.40 cm at point 2, located y = 11.5 cm below point 1. The water pressure at point 1 is 3.20 ✕ 104 Pa and decreases by 50% at point 2. Assume steady, ideal flow. What is the speed of the water at the following points? (a) point 1 m/s(b) point 2 m/spls replyy Gasoline (SG-0.7) flows down an inclined pipe whose upper and lower sections are 90 mm (section 1) and 60 mm (section 2) in diameter respectively. The pressure and velocity in section 1 are 280 kPa and 2.3 m/s respectively. If the difference in elevation between the 2 sections is 2.5m, find the pressure at point 2.Please indicate the given and illustration A steel pipe, 3.5 km long x 80 cm diameter x 1 cm wall thickness, conveys water at the rate of 1.75 m3/s. Determine the increase in pressure when a valve provided at the downstream end of the pipe is closed instantaneously. Consider pipe to be elastic and take bulk modulus of water K = 2x109 N/m2; Modulus of elasticity of steel E = 2x1011 N/m2. After determining the surge of pressure in the pipe, compute the following: A) The Longitudinal Stress of the Pipe in Pascal. B) The Circumferential Stress of the Pipe in Pascal.
- Water is pumped between two reservoirs in a pipeline with the following characteristics; (d=275mm, L= 50m, = 0.02, minor loss is neglected. The pump performance curve is approximated by the equation: H,=21.5-6507 Where H, is in meters and Q is in m/s. Determine the discharge O and pump head /7 when two pumps in series are used for total static head (4Z=25m).Find the pressure at point 2 given the isometric drawing of the commercial steel pipeline indicating the straight pipes length and with the following data below:Loss coefficients:• check valve, k = 5.0• gate valves, k = 0.20• elbows, k = 0.75• flowmeter, k = 13.0Pump flowrate = 10 m3/hrFluid power adding by pump = 3.7 HPPressure at point 1 = 60 kPagPipe inside diameter = 50mmViscosity = 0.17 Pa.sSpecific gravity = 0.89Pipe inside surface roughness = 0.00015 ft.A pipe with unequal ends is used to transport a fluid. The pipe diameter at the larger end is 0.81 cm and the other end is 0.28 cm. The larger and smaller ends are located 10 m and 4 m, respectively, from the datum line. If the flow at the 10 m datum line is 1.60 m/s and the pressure is 5244 kN/m2, compute for the pressure, in kPa, at the smaller end. Express your answer in 3 decimal places.