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- In an experiment being conducted, a 5mm-diameter circular sharp-edged orifice is used in the Orifice (HM 150.09) and Jet Apparatus. The tank maintains a constant head of 42cm and collected trial#1(190ml of water within 3.9sec duration), trial#2(206ml of water within 4.2sec duration), and trial#3(168ml of water within 3.5sec duration). Measurement of the jet showed that it traveled 30cm horizontally while dropping 6.51cm. Compute the three orifice coefficients.The system in Fig. P2.48 is open to 1 atm on the right side. (a) If L = 120 cm, what is the air pressure in con tainer A? (b) Conversely, if Pa = 135 kPa, what is the length L?Laminar flow of a liquid through a smooth 25 mm diameter pipe has a head loss of 1 m per meter length of the pipe with mean velocity of flow at 1.5 m/s. If the flow velocity is doubled, yet remaining in laminar flow, the resulting head loss per meter length of pipe will, nearly be ReplyForward
- Q. Determine the kinematic viscosity at the average temperature and determine the Reynolds number and type of flow using the data shown below and table values: Data obatined from a Reynolds Number test: Water temperature at the beginning of the experiment = 25 oC Water temperature at the end of the experiment = 30 oC The Volume of water collected in 25 seconds = 240 ml Pipe diameter, d= 10 mm. (use eq'n reynold's number, Re = VD/vIn a vertical pipe conveying oil of specific gravity 0.8, two pressure gauges have been installed at A and B where the diametres are 16 cm and 8 cm respectively. A is 2 metres above B. The pressure gauge readings have shown that the pressure at B is greater than A by 0.981 N/cm2. Neglecting all losses, calculate the flow rate. If the gauges at A and B are replaced by tubes filled with the same liquid and connected to a U-tube containing mercury, calculate the difference of level of mercury in the two limbs of the U-tube.Image attached.2 When the pitot tube is moved vertically inside the pipeline, why does it yield different flow velocities? Explain 3~ If the pitot tube s not perfectly aligned with the current direction, it produces errors in the measurements of static pressure and total (pool) pressure, Why? Explain. 4~ When flow velocity increases, it alters the shape of the flow velocity profile. Clarify 5~ What are the advantages and disadvantages of the pitot static tube. 6 - Does altering fluid temperature influences the results obtained by pitot static tube? clarify
- Question:- A. Determine the distribution of flow rate in the network tubes. B. Obtain the pressure in node D.A Venturi meter with a throat of 15 cm is used to measure the flow rate of water along a horizontal pipe that has an internal diameter of 17 cm. The flowmeter is calibrated using a solution of salt with a concentration of 10 gl–1 fed upstream of the meter at a rate of 50millilitres per second. If the pressure difference between the upstream position and the throat is found to be 759 Nm–2 A when a sample of salt-bearing water was analysed downstream from the flowmeter and found to be 15 mgl–1 , determine the flow rate of waterthrough the pipeline and the coefficient of discharge of the flowmeter.Measurement of viscosityA cylindrical tank with a diameter D' = 50 mm is emptied by a tube with diameter D = 1mm and length L = 1m. The flow in the tube is laminar. Determine the kinematics viscosity , knowing that the level in the tank H drops from H1 = 0.5m at t1 =0 to H2 =0.25 m at t2=50 min.
- During a laboratory test on a water pump appreciable cavitation began when the pressure plus velocity head at inlet was reduced to 3.26 m while the total head change across the pump was 36.5 m and the discharge was 48 L ·s−1. Barometric pressure was 750 mm Hg and the vapour pressure of water 1.8 kPa. What is the net positive suction head in m? If the pump is to give the same total head and discharge in a location where the normal atmospheric pressure is 622 mm Hg and the vapour pressure of water 830 Pa, by how much must the height of the pump above the supply level be reduced?Determine the head loss in feet in PIPE 1. a.2.111 b.12.4962 c.6.9210 d.8.4744 Determine the head loss in feet in PIPE 5. a.1.0379 b.4.1664 d.3.5256 d.9.2994 Determine the flow in the upper branch pipe Q2 in cubic feet per second. a.1.4880 b.1.6667 c.3.052 d.7.7964 Determine the head loss in feet in PIPE 2. a.3.1315 b.1.3427 c.3.6269 d.4.0906 Determine the total head loss in feet between the inlet A and the outlet D. a.26.2109 b.12.6597 c.6.7759 d.9.6057sample: The water tank in Fig. 5-B is being filled through section 1 at 6 m/s and through section 3 at 15 L/s. If water level h is constant, determine the exitvelocity v2. solve: If the water level in problem 3 varies and v2 = 10 m/s, find the rate ofchange dh/dt?