(b) Water at 35°C flows steadily in a 4 cm dianeter pipe at velocity of 3.5 cm/s. The head loss is 0.5 m. Calculate: i) the length of theyetual pipe, ii) the pressure loss, and iii) the pumping power required to overcome this pressure drop.
(b) Water at 35°C flows steadily in a 4 cm dianeter pipe at velocity of 3.5 cm/s. The head loss is 0.5 m. Calculate: i) the length of theyetual pipe, ii) the pressure loss, and iii) the pumping power required to overcome this pressure drop.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![QUESTION 2 ,
(a) In a rare pipe system design, there is such a case whereas the minor losses is greater than
major losses. Describe the case and explain the reason why minor losses value is more than
major losses value.
(b) Water at 35°C flows steadily in a 4 cm,diameter pipe at velocity of 3.5 cm/s. The head loss
is 0.5 m. Calculate:
i) the length of theuotual pipe,
ii) the pressure loss, and
iii) the pumping power required to overcome this pressure drop.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7f62ea44-b546-41a1-866e-37e9b907e159%2Ff4553096-803e-49c3-a672-3526e940ba3a%2Fex1h985_processed.jpeg&w=3840&q=75)
Transcribed Image Text:QUESTION 2 ,
(a) In a rare pipe system design, there is such a case whereas the minor losses is greater than
major losses. Describe the case and explain the reason why minor losses value is more than
major losses value.
(b) Water at 35°C flows steadily in a 4 cm,diameter pipe at velocity of 3.5 cm/s. The head loss
is 0.5 m. Calculate:
i) the length of theuotual pipe,
ii) the pressure loss, and
iii) the pumping power required to overcome this pressure drop.
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