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- an open rectangular tank 2.2 meters in width and 4.2 meters in length contains 16m^3 of gasoline (sg=0.70) and 23 m^3 of water. The fluid is arranged in two stable layers. Determine the total hydrostatic force (kN) on one of the two smaller vertical sides of tankA 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)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. (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 container is partially filled with oil. Water and air as shown. Determine the pressure at A, B and C assuming Pwater=1000kg/m^3 and Poil=830 kg/m^3Hydraulics ProblemAn open horizontal tank 1.5m high 2m wide and 5m long is full of oil with a specific gravity of 0.9. It is accelerated in the direction parallel to the longer length at 2.3 m/s2 a. What is the force acting on the wall of the tank with the shortest depth in KN? b. If the acceleration is increased by 0.88 m/s2. Determine the volume of oil that spilled out the tank?Note: Draw free-body diagram and used 4 decimal placesAn open circular cylinder with 2m of water is acted upon by an unbalanced upward force of 20 kN. The volume of water inside the cylinder is 6.28 m^3. a. Compute the acceleration of the tank. b. Compute the pressure at the bottom of the tank.
- An inclined rectangular sluice gate AB 1.2 m by 5 m size as shown in Fig. 2 is installed to control the discharge of water. The end A is hinged. Compute the total pressure, center of pressure and the force normal to the gate applied at B to open it.An open horizontal tank 3 m high, 3.6 m wide and 5.1 m long is initially filled at 2 m of water. A. Determine the required acceleration in m/s2 so that no water will be spilled? B. Determine the required acceleration in m/s2 so that 1/3 of the initial volume of water will be spilled C. Determine the remaining volume in cu.m if it accelerated at 7 m/s^2D. Determine the minimum hydrostatic force in kN at the side of the tank if 2/3 of the initial volume will be spilled E. Determine the maximum hydrostatic force in kN at the side of the tank if it accelerates at 3 m/s^2The water flows from the pipe shown in the figure with a flow rate of 0.025 m3 / s and emerges into the atmosphere as a free jet. Flow is frictionless and gravity effects are negligible. Since the pressure in the section (1) is 150kpa, find the x and y components of the force required to hold the pipe in place. [rsu = 999 kg / m3]
- A dam with specific weight of 24 kN/m3, has dimensions of 6m on top, 20m at the bottom and 27m high has water 22m deep acting on its vertical side. Compute the location of the vertical resultant force from the toe. CHOICES: a.) 8.01 b.) 18.10 c.) 1.80 d.) 10.81A rectangular tank 6 m long, 3 m wide and 2m deep contains water to a depth of 1 m. It is accelerated horizontally at 2.5 m/s2 in the direction of its length. A. Determine the net force due to water acting on each end of tank. B. Determine the minumum pressure intensities at bottom C. Determine the slope of the free surfaceCompute the horizontal and vertical components of the hydrostatic force (magnitude and direction) on the half cylinder AB for a unit distance normal to paper. γ1 = 8 kN/m3, γ2 = 12 kN/m3 h1 = 4 m, h2 = 2 m R = 2 m