Q.4. Three pipes having lengths 1000 m, 800 m, 1200 m and dia. 250 mm, 200mm and 300 mm, Hazen- Williams coefficient (C) 120, 100, 140 respectively are connected in parallel between two points, A and B. When total discharge of 0.3 m³/s flows through the system, calculate the discharge in each pipe and head loss between A and B. Pipe 1 Q=0.3 m3/sec Pipe 2 Pipe 3 Living tank will have a
Q.4. Three pipes having lengths 1000 m, 800 m, 1200 m and dia. 250 mm, 200mm and 300 mm, Hazen- Williams coefficient (C) 120, 100, 140 respectively are connected in parallel between two points, A and B. When total discharge of 0.3 m³/s flows through the system, calculate the discharge in each pipe and head loss between A and B. Pipe 1 Q=0.3 m3/sec Pipe 2 Pipe 3 Living tank will have a
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![N.S/m?)
Q.4. Three pipes having lengths 1000 m, 800 m, 1200 m and dia. 250 mm, 200mm and 300 mm, Hazen-
Williams coefficient (C) 120, 100, 140 respectively are connected in parallel between two points, A and B.
When total discharge of 0.3 m³/s flows through the system, calculate the discharge in each pipe and head
loss between A and B.
Pipe 1
Q=0.3 m³/sec
Pipe 2
Pipe 3
IGD The rapid mixing tank will have a](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7d30aac0-e761-4236-ab46-6bb466a22ba9%2Ff3f22213-2cfb-458c-a649-31ecebeee7f3%2Fu8v8z5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:N.S/m?)
Q.4. Three pipes having lengths 1000 m, 800 m, 1200 m and dia. 250 mm, 200mm and 300 mm, Hazen-
Williams coefficient (C) 120, 100, 140 respectively are connected in parallel between two points, A and B.
When total discharge of 0.3 m³/s flows through the system, calculate the discharge in each pipe and head
loss between A and B.
Pipe 1
Q=0.3 m³/sec
Pipe 2
Pipe 3
IGD The rapid mixing tank will have a
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