Q.2. A 6-m deep tank contains 4 m of water and 2 m of oil as shown in the figure-2 below. I. Determine the pressure at point A and at the bottom of the tank. II. Draw the pressure distribution diagram.
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- A tank containing water moves horizontally (parallel to length) with a constant linear acceleration of 3 m/s2 . The tank is 3 m long and the depth of water when the tank is at rest is 1.5 m. FIND THE FOLLOWING: A. what angle (degrees) does the water make during acceleration? B. what is the minimum height of the vessel for no spilling of water? C. what is the maximum pressure head? (m)The open tank filled with a liquid in full as shown in the figure below has the height of h = 6.00 m. The inclined angle of the inclined wall is = 45.00 °. The width (perpendicular to the screen) of the inclined wall is w = 20.00 m. The specific weight of the liquid is = 9.81 kN/m3. (3) For the inclined wall, determine the vertical depth to the center of pressure._________ (m)A sluice gate flows into a horizontal channel as shown in the figure. Determine the flow through the gate per meter width when y=1.0m and d1=6m. Assume that the pressure distributions at section 1 and 2 to be atmospheric and neglect losses in the channel. Use coefficient of contraction Cc= .85 and coefficient of velocity is Cv=.95.
- A right circular cylindrical tank container, 2m in diameter and 4m high is 1/2 full of water. When rotated about its vertical axis at the rate of 60 rpm:A.) How many meters will the water surface drop at the center of the vessel? B.) What is the pressure, in kPa, at the base of the container along the perimeter? C.) What is the volume, in m^3, of the paraboloid formed by the rotation of the vessel? (Show complete solution)For the below figure, find pressure head, total head, datum head at point A. Assume velocity head is zero. options; A) pressure head = 1.2 m, datum head = 2m, total head = 3.2m B) pressure head = 3.8 m, datum head = 2m, total head = 5.8m C) pressure head = 3.8 m, datum head = 1m, total head = 2.8m D) pressure head = 1.2 m, datum head = 3m, total head = 1.8m make it fasr............If a triangle of height d and base b is vertical and submerged in liquid with its vertex at the liquid surface (see Fig. 2), derive an expression for the depth of its center of pressure. a) ?/2 b) 4?/3 c) ?/4 d) 3?/4 e) ?/3
- (Bernoulli/continuity) Water flows steadily through the pipe shows in the figure below such that the pressures at sections (1) and (2) are 346 kPa and 107 kPa, respectively. Determine the diameter of the pipe at section (2), D2, if the velocity at section 1 is 21 m/s and viscous effects are negligible11.34. If the pressure at point A in the figure is 300 kPa, compute the volume flow rate of water at delivered to the tank.A 4.1 m diameter tank having equal layers of water, oil(SG=0.87), and another liquid with SG=1.74, with each layer is 0.84 m in height is being observed. Find the gage pressure(in kPa) at the bottom of the oil layer.
- Given the following information about a length of pipe: P1 = 440 kPa V1 = 0.0085 m/s z1 = 5 m v2 = 0.8335 m/s z2 = 0 m Head loss from point 1 to 2 = 0.262 m Find the pressure at point 2A cylindrical tank 2m in diameter and 15 meters high is filled with liquid Z. A pressure gage at elev 10 m at the side of the tank reads 105 kPa. another gage at elev 6m reads 138 kPa. compute the (a) specific weight of the liquid and (b) density of the liquid.PROBLEM 01: Given the figure below, (a) determine the value of h in the siphon shown if velocity at C was 38.38 fps. Diameter of the pipe is 1 inch. (b) Determine the pressure at point B in psi.