The total discharge (flowrate) of water from into A and out of B (from left to right) in the figure below is 15 liters/s. The diameter and lengths of the pipe segments are given as shown in the diagram. Use the Darcy equation in your calculations. The flow in the pipes is fully turbulent (Hint: use this information to determine the friction factor, f in the pipes).

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Probiem 21
The total discharge (flowrate) of water from into A and out of B (from left to right)
in the figure below is 15 liters/s. The diameter and lengths of the pipe segments
are given as shown in the diagram. Use the Darcy equation in your calculations.
The flow in the pipes is fully turbulent (Hint: use this information to
determine the friction factor, f in the pipes).
dia = 25cm
25m Dia.-0:04m L= 400 m
{Show your work fully}
B
.2
Determine the headloss [m] across A-B in pipes #1 and #2 if the pipes
30m-Đia 0.05m
(a)
are new cast iron pipes (use data in Table 15.1) and the temperature of
the water is 10° C.
"Determine the flowrate in pipes #1 and #2 in liters/s.
dia = 30cm L:500m
(b)
Transcribed Image Text:Probiem 21 The total discharge (flowrate) of water from into A and out of B (from left to right) in the figure below is 15 liters/s. The diameter and lengths of the pipe segments are given as shown in the diagram. Use the Darcy equation in your calculations. The flow in the pipes is fully turbulent (Hint: use this information to determine the friction factor, f in the pipes). dia = 25cm 25m Dia.-0:04m L= 400 m {Show your work fully} B .2 Determine the headloss [m] across A-B in pipes #1 and #2 if the pipes 30m-Đia 0.05m (a) are new cast iron pipes (use data in Table 15.1) and the temperature of the water is 10° C. "Determine the flowrate in pipes #1 and #2 in liters/s. dia = 30cm L:500m (b)
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