Water is siphoned from the large tank shown below. Flow is steady and viscous effects are...
Water is siphoned from a large tank and discharges into the atmosphere through a 2-in.-diameter tube as shown in the figure below. The end of the tube is 3 ft below the tank bottom, and viscous effects are negligible. Determine the volume flowrate from the tank. Determine the maximum height, H, over which the water can be siphoned without cavitation occurring. Atmospheric pressure is 14.7 psia, and the water vapor pressure is 0.26 psia
2-in.-diameter hose 2 ft (3) FIG. P3 Water is siphoned from the tank shown in Fig. P3. Determine (a) the flowrate from the tank, and (b) the pressure at point (1), (2) and (3). (c) The current maximum height of the hose is 2 ft above the water surface. What can the maximum height be without having any cavitation. Take the water temperature to be 60°F.
Water flows steadily from the large open tank shown in the figure below. If viscous effects are negligible, determine (a) the flowrate, Q, (b) the mercury manometer reading, h. 4. 1m 1.9m 0.07m Mercury 0.09m
1) Apple juice at 20oC is siphoned from a large tank using a constant-diameter (1.5 cm) hose. The end of the siphon is 1 m below the bottom of the tank. Calculate the volumetric flow rate of juice in the hose and the height of the hill over which the hose may be siphoned without cavitation. Assume properties of the apple juice are the same as water. The atmospheric pressure is 101.3 kPa. Height of the juice in the tank...
View Policies Current Attempt in Progress Water flows from a large tank through a large pipe that splits into two smaller pipes as shown in the figure below. The tip of the inclined pipe is at the same level as the bottom of the reservoir. If viscous effects are negligible, determine (a) the flowrate from the tank, (b) the pressure at point (1). Assumed, -0.05 m. d2 -0.03 m,dy-0.02 m, 2-9 m, and h - 7m. diameterd, diameter,
Water at 60°F flows from a large tank as shown in the figure below. Atmospheric pressure is indicated by the mercury barometer, where H is 30”. If viscous effects are neglected, at what height, h, of water in the tank will cavitation begin? Dz = 4 in. 1 De = 1 in. 1 De='2 in. Figure 3.83 John Way & Sons, Inc. All these
Question 2 4 pts Question 1lb) If viscous effects are negligible, determine the flow rate Qt (m3/s) at Point 1 in the large pipe if h-5.8 m and V2 66m/s The density of water is 1000 kg/m3. Atmospheric pressure Patm 101.325 kPa. Gravitational acceleration g- 9.81 m/s Your answer should be in m3/s and accurate to4d.р. Question 3 3 pts If viscous effects are negligible, determine the gauge pressure p1 (kPa) at Point 1 in the large pipe for Q1...
2. From the textbook 5.99. (Statement: A siphon is used to draw water at 70°F from a large container as indicated in the figure. The inside diameter of the siphon line is 1 in. and the pipe centerline rises 3 ft above the essentially constant water level in the tank. Show that by varying the length of the siphon below the water level, h, the rate of flow through the siphon can be changed. Assuming frictionless flow, determine the maximum...
L 2. Steady statemass balance: Water is flowing at steady state in a 0.1 meter-diameter pipe with a maximum velocity (turbulent profile) of 0.3 meters/sec. The pipe then goes through an expansion, to where it is then flowing in a 0.5 meter-diameter pipe, and the flow regime has changed from turbulent to laminar. In the second section of pipe, calculate the velocity as (a) block flow profile (Vavg), and (b) maximum velocity in laminar flow profile? HINT: you will need...
Question 3: Water is to be pumped from one large, open tank to a second large, open tank. The water surface of the first tank is 5 ft lower than the water surface of the second tank. The pipe diameter throughout is 4in. The total length of pipe is 300ft. The friction coefficient is 0.02. The pump with the performance curve given in the figure is suggested by the engineer. With this pump, what would be the flow rate between...