Water flows between two reservoirs as shown. Calculate the velocities in Pipes 1 and 2 and...
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Water flows between two reservoirs as shown. Calculate the velocities in Pipes 1 and 2 and the discharge Q (m3/s), assuming initial friction factors of 21 = 0.025 and 2.2 = 0.022 and ignoring shock losses. Do one iteration to find improved values of V1, V2, and Q. i.e. after calculating V1, V2, and Q using the assumed λ values, calculate Reynold's number and use Moody's diagram, (see overleaf) to obtain revised 2. Water flows between two reservoirs as shown. Calculate the velocities in Pipes 1 and 2 and the discharge Q (m3/s), assuming initial friction factors of 21 = 0.025 and 2.2 = 0.022 and ignoring shock losses. Do one iteration to find improved values of V1, V2, and Q. i.e. after calculating V1, V2, and Q using the assumed λ values, calculate Reynold's number and use Moody's diagram, (see overleaf) to obtain revised 2.
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To calculate the velocities and discharge in Pipes 1 and 2 we need additional information such as the dimensions of the pipes and the elevation differ... View the full answer
Related Book For
Income Tax Fundamentals 2013
ISBN: 9781285586618
31st Edition
Authors: Gerald E. Whittenburg, Martha Altus Buller, Steven L Gill
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