H Two sharp-ended pipes of diameter D1 = 50mm, and D2 = 100mm, each of length 100m, are connected in parallel between the reservoir in Figure 1 and another reservoir (shown in Figure 3) in its downstream. The water level difference between the two reservoirs is H = 10m, as illustrated in Figure 3. If the Darcy coefficient is f = 0.008 for both pipes, calculate the flow rate in each pipe. Include all 'minor losses'.
H Two sharp-ended pipes of diameter D1 = 50mm, and D2 = 100mm, each of length 100m, are connected in parallel between the reservoir in Figure 1 and another reservoir (shown in Figure 3) in its downstream. The water level difference between the two reservoirs is H = 10m, as illustrated in Figure 3. If the Darcy coefficient is f = 0.008 for both pipes, calculate the flow rate in each pipe. Include all 'minor losses'.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:H
Two sharp-ended pipes of diameter D1 = 50mm, and D2 = 100mm, each of length 100m, are
connected in parallel between the reservoir in Figure 1 and another reservoir (shown in
Figure 3) in its downstream. The water level difference between the two reservoirs is H =
10m, as illustrated in Figure 3. If the Darcy coefficient is f = 0.008 for both pipes, calculate
the flow rate in each pipe. Include all 'minor losses'.
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