An open tank 10m long by 1.5m wide by 1.5m deep is filled with oil (s...
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open tank 10m long by 1.5m wide by 1.5m deep is filled with oil (s...
Oil with a specific gravity of 0.80 forms a layer 0.90m deep in an open tank...
Oil with a specific gravity of 0.80 forms a layer 0.90m deep in an open tank that is otherwise filled with water. The total depth of water and oil is 3m. What is the gage pressure at the bottom of the tank?
An open tank 1 meter in diameter and 1.5m in height is filled with diesel oil...
An open tank 1 meter in diameter and 1.5m in height is filled with diesel oil (S.G = 0.85). Assuming 75% of its capacity is occupied by the diesel, calculate the pressure of the fluid at the bottom of the tank.
2.105 An open rectangular tank is 2 m wide and 4 m long. The tank contains...
2.105 An open rectangular tank is 2 m wide and 4 m long. The tank contains water to a depth of 2 m and oil (SG = 0.8) on top of the water to a depth of 1 m. Determine the magnitude and location of the resultant fluid force acting on one end of the tank.
a closed horizontal cylindrical tank 1.5m in diameter and 4 m long and filled with a...
a closed horizontal cylindrical tank 1.5m in diameter and 4 m long and filled with a gasoline, of specific gravity 0.2 and accelerated horizontally at 3m/s2, find the total force acting on the front wall and rear wall
4. A tank is filled with incompressible oil to a depth of (h) 6.43 m open...
4. A tank is filled with incompressible oil to a depth of (h) 6.43 m open tank The tank is being drained via a horizontal pipe that is attached at a height of (h2) 0.789 m above the tank bottom. Oil is flowing out of the tank into the pipe at a rate of 2.34 x 10 m'/s, but the tank is so large that the descent speed of the oil level at the top is negligible (0) The gauge...
Problem 3: [CL0 2] A 6 m deep and 2 m wide tank is filled with...
Problem 3: [CL0 2] A 6 m deep and 2 m wide tank is filled with layers of 2.50 m of crude oil, 2.00 m of water, and 1.40 m of mercury, respectively from top to bottom. Considering the temperature of the liquids as 20°C 110) a) compute the total hydrostatic force on any wall of the tank. b) draw a representative (non-scaled) pressure distribution diagram for the given system.
A tank is filled with incompressible oil to a depth of (h_1) 6.43 m. The tank...
A tank is filled with incompressible oil to a depth of (h_1) 6.43 m. The tank is being drained via a horizontal pipe (radius 1.92 cm), attached at a height of (h-2) 0.789 m above the tank bottom. Oil is flowing out through the pipe at a rate of 2.34 times 10^-3 m^3/s, but the tank is so large that the descent speed of the oil level at the top is negligible (almostequalto 0). The gauge pressure in the drain...
(Hydrostatic Force) A 10-m deep, 10-m wide, 10-m long tank, exposed to standard atmosphere at the...
(Hydrostatic Force) A 10-m deep, 10-m wide, 10-m long tank, exposed to standard atmosphere at the surface, is filled with water. What is its absolute pressure at the tank floor?
.Emergency Coolant Injection from an Accumulator Tank (8 marks) Consider an accumulator tank with a cross sectional area of A,-10m, and a height of H-6m, initially filled with 5m of water as show...
.Emergency Coolant Injection from an Accumulator Tank (8 marks) Consider an accumulator tank with a cross sectional area of A,-10m, and a height of H-6m, initially filled with 5m of water as shown in the figure. The top of the tank is closed and filled with air at an initial pressure of P, 1,101 kPa At time -Os, the water starts to discharge from an opening at the bottom of the tank with an opening area of A2 0.001m2. The...
Self Test 2 (Unsteady State mass balance) 1. Problem Statement A Vertical tank of diameter D...
Self Test 2 (Unsteady State mass balance) 1. Problem Statement A Vertical tank of diameter D and height H has a narrow crack of width W running vertically from top to bottom. If the tank is initially filled with water and ailowed to drain through the crack under the influence of gravity; a) Calculate the output volumetric flow rate at any time t Imagine the crack to be a series of adjacent orifices, then, integrate to find the total efflux...
2.105 An open rectangular tank is 2 m wide and 4 m long. The tank contains water to a depth of 2 m and oil (SG = 0.8) on top of the water to a depth of 1 m. Determine the magnitude and location of the resultant fluid force acting on one end of the tank.
4. A tank is filled with incompressible oil to a depth of (h) 6.43 m open tank The tank is being drained via a horizontal pipe that is attached at a height of (h2) 0.789 m above the tank bottom. Oil is flowing out of the tank into the pipe at a rate of 2.34 x 10 m'/s, but the tank is so large that the descent speed of the oil level at the top is negligible (0) The gauge...
Problem 3: [CL0 2] A 6 m deep and 2 m wide tank is filled with layers of 2.50 m of crude oil, 2.00 m of water, and 1.40 m of mercury, respectively from top to bottom. Considering the temperature of the liquids as 20°C 110) a) compute the total hydrostatic force on any wall of the tank. b) draw a representative (non-scaled) pressure distribution diagram for the given system.
A tank is filled with incompressible oil to a depth of (h_1) 6.43 m. The tank is being drained via a horizontal pipe (radius 1.92 cm), attached at a height of (h-2) 0.789 m above the tank bottom. Oil is flowing out through the pipe at a rate of 2.34 times 10^-3 m^3/s, but the tank is so large that the descent speed of the oil level at the top is negligible (almostequalto 0). The gauge pressure in the drain...
(Hydrostatic Force) A 10-m deep, 10-m wide, 10-m long tank, exposed to standard atmosphere at the surface, is filled with water. What is its absolute pressure at the tank floor?
.Emergency Coolant Injection from an Accumulator Tank (8 marks) Consider an accumulator tank with a cross sectional area of A,-10m, and a height of H-6m, initially filled with 5m of water as shown in the figure. The top of the tank is closed and filled with air at an initial pressure of P, 1,101 kPa At time -Os, the water starts to discharge from an opening at the bottom of the tank with an opening area of A2 0.001m2. The...
Self Test 2 (Unsteady State mass balance) 1. Problem Statement A Vertical tank of diameter D and height H has a narrow crack of width W running vertically from top to bottom. If the tank is initially filled with water and ailowed to drain through the crack under the influence of gravity; a) Calculate the output volumetric flow rate at any time t Imagine the crack to be a series of adjacent orifices, then, integrate to find the total efflux...
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