Homework Answers
1)
a) Force on bolts = 15 N
b) Force on bolts = 12.77 N
calculations are shown below,
Add Answer to:
Question 1: Calculate the force on the bolts if a) Water flowing in the pipe is on a horizontal plane. bł Water flow...
04 Water is flowing through a Tee in a horizontal plane as shown in Figure 3....
04 Water is flowing through a Tee in a horizontal plane as shown in Figure 3. Neglecting losses, calculate: (i) the pressure in pipes 2 and 3; (ii) the resultant force needed to hold the Tee in place. 100 kPa 2 0.24 m/s 30% 150 mm diameter Water 450 mm. Dia 0.6 m3ls 300 mm diameter 45 0.36 m3/s Figure 3: Tee pipe
Water is flowing into a factory in a horizontal pipe with a radius of 0.0173 m...
Water is flowing into a factory in a horizontal pipe with a radius of 0.0173 m at ground level. This pipe is then connected to another horizontal pipe with a radius of 0.0300 m on a floor of the factory that is 10.6 m higher. The connection is made with a vertical section of pipe and an expansion joint. Determine the volume flow rate that will keep the pressure in the two horizontal pipes the same.
QUESTION 1 Water at 10 °C is flowing in a 90 bend pipe, with inner diameter...
QUESTION 1 Water at 10 °C is flowing in a 90 bend pipe, with inner diameter of 150 mm, at an average velocity of 3.0 m/s and gauge pressure of 300 kPa. The pipe is laid in the horizontal plane as shown in figure below. The magnitude of the resultant (horizontal) force required to hold the bend in place is: a 5.46 kN b.7.72 kN Oc 10.92 kN d.5.15 kN . None of the other answers QUESTION 2 A 25.0...
Problem 5: The water flow through a horizontal pipe is split into two flows as shown...
Problem 5: The water flow through a horizontal pipe is split into two flows as shown in the figure below. Pipes areas are D = 15 cm and D2 = D3 = 10 cm. The flow discharge at pipes 2 and 3 are equal to 100 1s. Calculate the force acting at section 1 on flange bolts. Assume that fluid is ideal. (ywater = 9.810 kN/m², poil = 998 kgm?) 30° gal 30° 0 3
Ignore question [1], just need the problem description from it. [1] Water flowing in a pipe...
Ignore question [1], just need
the problem description from it.
[1] Water flowing in a pipe is determined to be moving at the velocities given in the diagram below. The higher level is 3 meters above the lower one and the pressure in the lower portion is measured to be 200 kPa. Determine the pressure inside the upper pipe Treat the water as an ideal fluid obeying Bernoulli's equation. Consider the path connecting poin in the lower pipe with point...
[1] Water flowing in a pipe is determined to be moving at the velocities given in...
[1] Water flowing in a pipe is determined to be moving at the velocities given in the diagram below. The higher level is 3 meters above the lower one and the pressure in the lower portion is measured to be 200 kPa. Determine the pressure inside the upper pipe Treat the water as an ideal fluid obeying Bernoulli's equation. Consider the path connecting poin in the lower pipe with point 2 in the upper pipe a streamline 200 kPa 2.0...
Water is flowing through a horizontal pipe with diameter, D1, at a velocity, V1, and under a pres...
Water is flowing through a horizontal pipe with diameter, D1, at
a velocity, V1, and under a pressure, P1. It enters a 900 reducing
bend (Shown in grey in Fig 2) that connects to a vertical pipe of
diameter, D2. The inlet of the bend is 50 cm above the exit of the
bend (as shown in Fig 2). Axes for positive directions of x and z
coordinates are provided. Figure 2 Side view of reducing bend from
horizontal to...
3. Water at 10°C is flowing from a lower to an upper pond through a pipe...
3. Water at 10°C is flowing from a lower to an upper pond through a pipe at the rate of 1.0 m/ s. The pipe length is 1000 m and a pump raises the water a vertical distance of 60 m with a head loss of 12.4 m. a) What is the pump head? b) What is the pump power? e What is the pressure increase through the pump?
04 Water is flowing through a Tee in a horizontal plane as shown in Figure 3. Neglecting losses, calculate: (i) the pressure in pipes 2 and 3; (ii) the resultant force needed to hold the Tee in place. 100 kPa 2 0.24 m/s 30% 150 mm diameter Water 450 mm. Dia 0.6 m3ls 300 mm diameter 45 0.36 m3/s Figure 3: Tee pipe
QUESTION 1 Water at 10 °C is flowing in a 90 bend pipe, with inner diameter of 150 mm, at an average velocity of 3.0 m/s and gauge pressure of 300 kPa. The pipe is laid in the horizontal plane as shown in figure below. The magnitude of the resultant (horizontal) force required to hold the bend in place is: a 5.46 kN b.7.72 kN Oc 10.92 kN d.5.15 kN . None of the other answers QUESTION 2 A 25.0...
Problem 5: The water flow through a horizontal pipe is split into two flows as shown in the figure below. Pipes areas are D = 15 cm and D2 = D3 = 10 cm. The flow discharge at pipes 2 and 3 are equal to 100 1s. Calculate the force acting at section 1 on flange bolts. Assume that fluid is ideal. (ywater = 9.810 kN/m², poil = 998 kgm?) 30° gal 30° 0 3
Ignore question [1], just need
the problem description from it.
[1] Water flowing in a pipe is determined to be moving at the velocities given in the diagram below. The higher level is 3 meters above the lower one and the pressure in the lower portion is measured to be 200 kPa. Determine the pressure inside the upper pipe Treat the water as an ideal fluid obeying Bernoulli's equation. Consider the path connecting poin in the lower pipe with point...
[1] Water flowing in a pipe is determined to be moving at the velocities given in the diagram below. The higher level is 3 meters above the lower one and the pressure in the lower portion is measured to be 200 kPa. Determine the pressure inside the upper pipe Treat the water as an ideal fluid obeying Bernoulli's equation. Consider the path connecting poin in the lower pipe with point 2 in the upper pipe a streamline 200 kPa 2.0...
Water is flowing through a horizontal pipe with diameter, D1, at
a velocity, V1, and under a pressure, P1. It enters a 900 reducing
bend (Shown in grey in Fig 2) that connects to a vertical pipe of
diameter, D2. The inlet of the bend is 50 cm above the exit of the
bend (as shown in Fig 2). Axes for positive directions of x and z
coordinates are provided. Figure 2 Side view of reducing bend from
horizontal to...
3. Water at 10°C is flowing from a lower to an upper pond through a pipe at the rate of 1.0 m/ s. The pipe length is 1000 m and a pump raises the water a vertical distance of 60 m with a head loss of 12.4 m. a) What is the pump head? b) What is the pump power? e What is the pressure increase through the pump?
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