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1. A-2 m diameter log having a specific gravity of 0.90 is 10 m long. It...
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a...
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a pipeline with diameter 0.3 m. The velocity at 100 mm from the wall is 3 m/s. Calculate the flowrate and the velocity gradient at the wall. Q2. Water flows through a pipe AB of diameter d = 50 mm, which is in series with a pipe BC of diameter d2 = 75 mm in which the mean velocity V2 = 2 m/sec. Q1 =...
Please answer question 2 and 2.1 Question 2 The shown tank contains (specific gravity = 1.10)....
Please answer question 2 and 2.1
Question 2 The shown tank contains (specific gravity = 1.10). orange drink Orange drink (sg = 1.10) 3.0 m 4.6 m 2.4-m diameter Circular view port 2.1. If the tank vent is open to atmosphere, determine (i) the resultant force acting on the round view port and (ii) the location of the center of pressure, measured from the free water level in the tank. (10)
A Newtonian fluid having a specific gravity of 0.9 and a kinematic viscosity of 0.000498 m...
A Newtonian fluid having a specific gravity of 0.9 and a kinematic viscosity of 0.000498 m 2/s flows past a fixed surface. The velocity profile near the surface is shown in the figure below. Given that the maximum velocity U is 4 m/s and the thickness of fluid is 11 cm. Determine the magnitude of the shearing stress developed on the fixed surface. Assume density of water 1000 kg/m 3 UI 5-sin(35) Fixed surface Format answer: 46.8
A gravity settling chamber is to be used to remove particulates having a diameter of 90...
A gravity settling chamber is to be used to remove particulates having a diameter of 90 um and a density of 1,500 kg/m3. What is the maximum gas velocity at 300K that can be used if the chamber is 10 m long and 2 m high, and the desired collection efficiency is to be not less than 90% (based on plug flow model)? (Measat 1 atm and 300. 1.85 x 10° kg/m-s)
please solve 25 in detail 24. Water is flowing through a 7500-m long, 0.90-m diameter commercial...
please solve 25 in detail
24. Water is flowing through a 7500-m long, 0.90-m diameter commercial steel pipe in its best condition. At the upstream end of the pipe, the elevation head is 83.5 m and the pressure head is 12.3m. At the downstream end of the pipe, the elevation head is 0 m and the pressure head is 88.7 m. Use the Hazen Williams equation to solve for the flow rate in this pipe. Answer: Q = 0.73 m2/s....
13. A vertical jet of water leaves nozzle at speed of 10 m/s and diameter of...
13. A vertical jet of water leaves nozzle at speed of 10 m/s and diameter of 20 mm. it suspends a plate having a mass of 1.5 kg as shown. What is the vertical distance h?
13. A vertical jet of water leaves nozzle at speed of 10 m/s and diameter of 20 mm. it suspends a plate having a mass of 1.5 kg as shown. What is the vertical distance h?
QS: (20 marks) Salt water flows from the tank A through a hole of diameter 25 mm as shown in Figure Q5. Initially (time t-0) tank A contains salt water with a specific gravity of 1.15 and the ta...
QS: (20 marks) Salt water flows from the tank A through a hole of diameter 25 mm as shown in Figure Q5. Initially (time t-0) tank A contains salt water with a specific gravity of 1.15 and the tank B contains pure water. Each tank has a diameter of 2 m and an initial depth of 3 m Determine the specific gravity of the salt water in the lower tank as a function of time, from 0 to when tank...
1 A liquid with a specific gravity of 1.26 is being pumped from A to B...
1 A liquid with a specific gravity of 1.26 is being pumped from A to B through the pipeline of Fig. 55.8. At A the pipe diameter is 24 in (600 mm) and the pressure is 45 psi (300 kPa). At B the pipe diameter is 12 in (300 mm) and the pressure is 50 psi (330| kPa). Point B is 3 ft (1.0 m) lower than A. Find the flow rate if the pump puts 22 hp (16 kW)...
Name ent VENT Activity 25-2-Specific Gravity Measurem It is desired to measure the specific gravity of...
Name ent VENT Activity 25-2-Specific Gravity Measurem It is desired to measure the specific gravity of a process fluid in a vessel using a differential pressure transmitter. The process fluid may have any specific gravity in the range of 1.050 to 1.150. The upper and ower d/p cell connections are below the overflow level in the vessel. The distance between the two connections is 96". The process fluid is corrosive to the d/p cell, but it is compatible with water,...
10 points Save and Afluid of specific gravity 1.5 enters along two inlets and exit along...
10 points Save and Afluid of specific gravity 1.5 enters along two inlets and exit along one outlet as shown. Determine the velocity V (in units m/s) which makes an angle 60with horizontal as indicated in the figure. Here -60°. diameter at section 3 is 0.15 m and density of water = 1000 kg/m3 0.12 m (3) V2 = 6 m/s (2) 90 -0.10 m (1) V, 4 m/s 5.61 2.83 11.23 0.03
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a pipeline with diameter 0.3 m. The velocity at 100 mm from the wall is 3 m/s. Calculate the flowrate and the velocity gradient at the wall. Q2. Water flows through a pipe AB of diameter d = 50 mm, which is in series with a pipe BC of diameter d2 = 75 mm in which the mean velocity V2 = 2 m/sec. Q1 =...
Please answer question 2 and 2.1
Question 2 The shown tank contains (specific gravity = 1.10). orange drink Orange drink (sg = 1.10) 3.0 m 4.6 m 2.4-m diameter Circular view port 2.1. If the tank vent is open to atmosphere, determine (i) the resultant force acting on the round view port and (ii) the location of the center of pressure, measured from the free water level in the tank. (10)
A Newtonian fluid having a specific gravity of 0.9 and a kinematic viscosity of 0.000498 m 2/s flows past a fixed surface. The velocity profile near the surface is shown in the figure below. Given that the maximum velocity U is 4 m/s and the thickness of fluid is 11 cm. Determine the magnitude of the shearing stress developed on the fixed surface. Assume density of water 1000 kg/m 3 UI 5-sin(35) Fixed surface Format answer: 46.8
A gravity settling chamber is to be used to remove particulates having a diameter of 90 um and a density of 1,500 kg/m3. What is the maximum gas velocity at 300K that can be used if the chamber is 10 m long and 2 m high, and the desired collection efficiency is to be not less than 90% (based on plug flow model)? (Measat 1 atm and 300. 1.85 x 10° kg/m-s)
please solve 25 in detail
24. Water is flowing through a 7500-m long, 0.90-m diameter commercial steel pipe in its best condition. At the upstream end of the pipe, the elevation head is 83.5 m and the pressure head is 12.3m. At the downstream end of the pipe, the elevation head is 0 m and the pressure head is 88.7 m. Use the Hazen Williams equation to solve for the flow rate in this pipe. Answer: Q = 0.73 m2/s....
13. A vertical jet of water leaves nozzle at speed of 10 m/s and diameter of 20 mm. it suspends a plate having a mass of 1.5 kg as shown. What is the vertical distance h?
13. A vertical jet of water leaves nozzle at speed of 10 m/s and diameter of 20 mm. it suspends a plate having a mass of 1.5 kg as shown. What is the vertical distance h?
QS: (20 marks) Salt water flows from the tank A through a hole of diameter 25 mm as shown in Figure Q5. Initially (time t-0) tank A contains salt water with a specific gravity of 1.15 and the tank B contains pure water. Each tank has a diameter of 2 m and an initial depth of 3 m Determine the specific gravity of the salt water in the lower tank as a function of time, from 0 to when tank...
1 A liquid with a specific gravity of 1.26 is being pumped from A to B through the pipeline of Fig. 55.8. At A the pipe diameter is 24 in (600 mm) and the pressure is 45 psi (300 kPa). At B the pipe diameter is 12 in (300 mm) and the pressure is 50 psi (330| kPa). Point B is 3 ft (1.0 m) lower than A. Find the flow rate if the pump puts 22 hp (16 kW)...
Name ent VENT Activity 25-2-Specific Gravity Measurem It is desired to measure the specific gravity of a process fluid in a vessel using a differential pressure transmitter. The process fluid may have any specific gravity in the range of 1.050 to 1.150. The upper and ower d/p cell connections are below the overflow level in the vessel. The distance between the two connections is 96". The process fluid is corrosive to the d/p cell, but it is compatible with water,...
10 points Save and Afluid of specific gravity 1.5 enters along two inlets and exit along one outlet as shown. Determine the velocity V (in units m/s) which makes an angle 60with horizontal as indicated in the figure. Here -60°. diameter at section 3 is 0.15 m and density of water = 1000 kg/m3 0.12 m (3) V2 = 6 m/s (2) 90 -0.10 m (1) V, 4 m/s 5.61 2.83 11.23 0.03
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