in friction? 4. An orifice in the side of a tank discharges water under a head...
A pressurized tank of water has a 9-cm-diameter orifice at the bottom, where water discharges to the atmosphere. The water level is 2.5 m above the outlet. The tank air pressure above the water level is 250 kPa (absolute), while the atmospheric pressure is 100 kPa. Neglecting frictional effects, determine the initial discharge rate of water from the tank. -Air 250 kPa 2.5 m d cm The initial discharge rate of water from the tank is determined to be [...
Tank shown below with orifice 2 inches in diameter located on the side of the tank. a. Determine total energy at the liquid surface in ft. consider orifice as datum. Air: p = 20 lbf/in-abs P. = 14.7 lbf/in2 abs
Can I know full answer 2. Pressurized tank of water has a 10-cm-diameter orifice at the bottom, where water discharges to the atmosphere. The water level is 3 m above the outlet. The tank air pressure above the water level is 300 kPa (absolute) while the atmospheric pressure is 100 kPa. Neglecting frictional effects, determine the initial discharge rate of water from the tank. Air 00 kPa 3 m 10 cm
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...
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...
6. Oil (sp gr 0.90) is discharging through a 4-in. circular sharp-edged orifice in the end of a 6-in. pipe. The pressure head on the center line of the pipe just upstream from the orifice is 30 ft of oil, and discharge takes place into a closed tank in which the vapor pressure is – 3.0 lb per sq in. The discharge is not submerged. The orifice coefficients for this condition are: C = 0.68; C, = 0.97. Compute the...
1. A circular tank of diameter 4 m contains water up to a height of 5 m. The tank is provided with an orifice of diameter 0.5 m at the bottom. Find the time taken by water (i) to fall from 5 m to 2 m (ii) for completely emptying to tank. Take C-0.6
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
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...
2. Find the time taken by water for completely emptying to tank. Take C 0.6 12 ft 10 ft Water 4-diameter, sharp-edged orifice with C 0.60