Pressurised water flows through two connected circular pipes as shown in Figure 1. Location 1 is at the entrance of pipe A and location 2 is at the exit of pipe B. Location 1 is higher than location 2. The elevation difference between 1 and 2 is 3.0 m. The pressure is the same at location 1 and location 2. The discharge rate Q is 2 1/s. The diameters of the circular sections A and B are 50 mm and 100 mm respectively. Gravitational acceleration: g=9.81 m/s2 and specific weight of water: y=9810 N/m^3 Find the total headloss between 1 and 2 Q Pipe A Figure 1 Pipe B 2
Pressurised water flows through two connected circular pipes as shown in Figure 1. Location 1 is at the entrance of pipe A and location 2 is at the exit of pipe B. Location 1 is higher than location 2. The elevation difference between 1 and 2 is 3.0 m. The pressure is the same at location 1 and location 2. The discharge rate Q is 2 1/s. The diameters of the circular sections A and B are 50 mm and 100 mm respectively. Gravitational acceleration: g=9.81 m/s2 and specific weight of water: y=9810 N/m^3 Find the total headloss between 1 and 2 Q Pipe A Figure 1 Pipe B 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Pressurised water flows through two connected circular pipes as shown in Figure 1.
Location 1 is at the entrance of pipe A and location 2 is at the exit of pipe B. Location
1 is higher than location 2. The elevation difference between 1 and 2 is 3.0 m.
The pressure is the same at location 1 and location 2. The discharge rate Q is 2 1/s.
The diameters of the circular sections A and B are 50 mm and 100 mm respectively.
Gravitational acceleration: g=9.81 m/s2 and specific weight of water: y=9810 N/m^3
Find the total headloss between 1 and 2
Q
Pipe A
Figure 1
Pipe B
2
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