A vertical storage tank with a hemispherical bottom and
a cylindrical shell of 2 m. inside diameter and 4 m. high
is filled with water. A sharp-edge orifice 150 mm
diameter with C = 0.62 is located at the lowest point.
26. Determine the time to empty the cylindrical part of
the tank through the orifice.
A. 134.04 sec C. 152.11 sec
B. 145.6 sec D. 160 sec
27. Determine the time to empty the hemispherical
tank only through the orifice.
A. 60.41 sec C. 75.11 sec
B. 53.61 sec D. 48.11 sec
28. Determine the time to empty the whole tank
through the orifice.
A. 213.61 sec C. 220.41 sec
B. 187.65 sec D. 194.45 sec
A vertical storage tank with a hemispherical bottom and a cylindrical shell of 2 m. inside...
SITUATIONAL PROBLEM A vertical storage tank with a hemispherical bottom and a cylindrical shell of 2 m. inside diameter and 4 m. high is filled with water. A sharp-edge orifice 150 mm diameter with C = 0.62 is located at the lowest point. 26. Determine the time to empty the cylindrical part of the tank through the orifice. A. 134.04 sec C. 152.11 sec B. 145.6 sec D. 160 sec 27. Determine the time to empty the hemispherical tank only...
5. A cylindrical tank is having a hemispherical base. The height of cylindrical portion is 5 m and diameter is 4 m. At the bottom of this tank an orifice of diameter 200 mm is fitted. Find the time required to completely emptying the tank. Take Cd 0.6 5 m 4.0 m- 2.0m ORIFICE
A tank has an upper cylindrical portion of 5m diameter and 4m high with hemispherical base. Find the time required to empty it through an orifice of 200mm diameter at its bottom, if the tank is initially full of water. Take Cd=0.6 for the orifice.
DO NOT post from solutions manual
3) The diameter of a cylindrical water tank is Do and its height is H. The tank is filled with water, which is open to the atmosphere. An orifice of diameter D with a smooth entrance (i.e., negligible losses) is open at the bottom. Develop a relation for the time required for the tank (a) to empty halfway and (b) to empty completely
- 3. A propane storage tank is constructed by welding two hemispherical end caps onto a cylindrical main body. The cylindrical body is manufactured from a helical welded pipe which has an outside diameter of 750 mm and a wall thickness of 6 mm. The tank is designed to hold gas at an internal gauge pressure of 6 MPa. a) Draw the Mohr’s circle and determine the normal and shear stresses on the weld in the cylindrical main body portion...
advantage of 6 to 17 4. An inverted hemispherical shell of diameter d 3 feet as shown in Figure 1 is used to cover a tank filled with water at 20°C. Determine the minimum weight the shell needs to be to hold itself in place (i.e., not be lifted up). 3 HO Figure 1 - lar barge is 14 m long, 6 m wide, and 2 m deep. The center of gravity is I.0 m from the 02 ind the...
A 3-m-diameter tank is initially filled with water 2 m above the center of a sharp-edged 10-cm-diameter orifice. The tank water surface is open to the atmosphere, and the orifice drains to the atmosphere through a 100-m-long pipe. The friction coefficient of the pipe is taken to be 0.015 and the effect of the kinetic energy correction factor can be neglected. In order to drain the tank faster, a pump is installed near the tank exit. Water tank Pump Required...
PROBLEM 7.105 8 m For the storage tank of Prob. 7.104, determine the maximum normal stress and the maximum shearing stress in the cylindrical wall when the tank is filled to capacity (h 14.5 m). 14.5 m PROBLEM 7.104 The unpressurized cylindrical storage tank shown has a 5-mm wall thickness and is made of steel having a 400-MPa ultimate strength in tension. Determine the maximum height h to which it can be filled witlh water if a factor of safety...
10 peles A 3-m-diameter tank is initially filled with water 2 m above the center of a sharp-edged 10 cm diameter orifice. The tank water surface is open to the other, and the orice drains to the atmosphere through a 100-m-long pipe. The initial discharge velocity is 4 m/s. The friction coefficient of the can be when to be 0.015 and the effect of the energy correction the factor can be neglected. Determine (a) the initial velocity from the tank...
A 3-m-diameter tank is initially filled with water 2 m above the center of a sharp-edged 10-cm-diameter orifice. The tank water surface is open to the atmosphere, and the orifice drains to the atmosphere through a 100-m-long pipe. The friction coefficient of the pipe is taken to be 0.015 and the effect of the kinetic energy correction factor can be neglected. In order to drain the tank faster, a pump is installed near the tank exit. Water tank Pump 6...